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377 7th St RES19-0107 New Single FamilyDESIGN CRITERIA GENERAL NOTESPROPERTY LINE THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: CONCRETE_ W - FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017) 1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 "BUILDING CODE I �/ - ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES" REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2014) V• 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTM WIND (Cd = 1.60) C94. CONCRETE SLUMP NOT TO EXCEED 6" IN ACCORDANCE WITH ASTM C143 WIND SPEED (MPH) 120 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE ,STRENGTH ft) AT 28 DAYS AS O EXPOSURE CATEGORY B OCCUPANCY UTILITY & MISC. FOLLOWS. ' Z a. SLABS ON GROUND AND FOOTINGS f =.2,500 psi LocariON OF RISK CATEGORY I b. STRUCTURAL WALLS, BEAMS, AND COLUMNS f = 3,000 psi RETAINING WALLS W WIND BOURNE DEBRIS NO 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMED -- BARS AND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40) 0.2 I 5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINF O MASONRY REQUIREMENTS AND SPECIFICATIONS SD. `/ 1. ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AND SHALL BE CONSTRUCTED IN ACCORDANCE TO TMS 402/ACI 530/ASCE 5 (2013) SOILS127 Mm LL 2. ALL CMU SHALL CONFORM TO ASTM C90 AND BE NORMAL WEIGHT W/ MIN 1, ALL SLABS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMING I. COMPRESSIVE STRENGTH OF 2,000 psi (fm = 1,500 psi) NON -EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf 3. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A SOILS INVESTIGATION is 0.2 sIM 4. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE M OR TYPE S WITH MIN REPORT FROM A LICENSED GEOTECHNICAL ENGINEER AND SHALL NOTIFY EOR IF ANY RETAINING WALL COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. 1 { (11�I SD.4 SOIL CONDITIONS DIFFER FROM THE ASSUMPTIC NS STATED ON THIS PLAN SET -=-- 5. ALL GROUT USED IN MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH `` -- - 3 FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR ASTM C476. GROUT SHALL HAVE THE MINCOMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. GROUT SLUMP SHALL BE BETWEEN 8"-11" STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. 1 6. STEEL REINFORCING FOR MASONRY SHALL COMPLY WITH ASTM 615 DEFORMED BARS AND HAVE A MINIMUM YIELD STRENGTH OF 40,000 psi GRADE 40 4. STRUCTURAL COMPACTED FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST p ( ) 95%o OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. ALL FILL GREATER THAN 12" 7. ALL MASONRY STEMWALL FOUNDATIONS AND WALL CELLS CONTAINING VERTICAL REINF SHALL BE GROUT FILLED SOLID IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION' PRIOR TO CONCRETE 8. ALL RETAINING WALL CELLS TO BE FILLED SOLID. SEE PLAN FOR STEEL POUR IN ACCORDANCE WITH ASTM D1557 ��Ca 0.2 SIM SD.4 RETAINING WALL co W REINFORCEMENT PLACEMENT 5. SOILS SHALL BE TREATED FOR SUBTERRANEAN TERMITES OR BY OTHER CODE M APPROVED TERMITE PREVENTION METHOD AND IS THE RESPONSIBILITY OF THE WATERPROOFING CONTRACTOR. z 04 M 1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOFiWALL 6. CONTRACTOR TO PROVIDE PROPER DRAINAGE FOR RETAINING WALL KEY PLAN W I" COVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR W _J ARCHITECT OF RECORD. d W LL Z U)f� _ —) W m U<t 0U CL = w _j Z t --m < Q ~o NOTE qq:� � �_ 0.2 APPROXIMATE SD.4 APPROXIMATE -- - --- - PROF11 F OF PROFILE OF 0.2 RETAINING WALL DETAIL 0.3 MASONRY REINFORCEMENT LAP DETAILS ADAM K. RUSSELL, PE FL LICENSE NO. 77693 03-15-2019 DESIGN CRITERIA GENERAL NOTES THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING: CONCRETE WATERPROOFING FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017) 1. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318 "BUILDING CODE 1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALL - ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES" REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" (2014) COVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR WIND (Cd = 1.60) WIND SPEED (MPH) 130 AREA (SF) INTERIOR ZONE 4 (psf) EXPOSURE CATEGORY B 0-10 21.23 ENCLOSURE CLASSIFICATION ENCLOSED -31.58 11-20 OCCUPANCY RESIDENTIAL +19.85 -28.83 RISK CATEGORY II -20.62 +18.03 WIND BOURNE DEBRIS NO 16.66 -19.24 FLOOR LOADING (Cd = 1.00) -22.44 101-200 15.28 TC LL TC DL BC LL BC DL BALCONIES/DECKS 60 psf 10 psf 0 psf 5 psf GAME ROOMS 60 psf 10 psf 0 psf 5 psf ALL OTHER AREAS 40 psf 10 psf 0 psf 5 psf ROOF LOADING (Cd =1.25) -31.58 -41.93 a= 4.OFT TC LL TC DL BC LL _BC DL SHINGLE/METAL 20 psf 7 psf 10 psf * 5 psf TILE 20 psf 15 psf 10 psf 5 psf * BC LL NON -CONCURRENT W/ OTHER LL's. INCREASE BC LL TO 20psf IN ATTIC AREAS W/ STORAGE POUNDS PER SQUARE FOOT END DEFLECTION CRITERIA DTB-TZ (8) %4" x 1 %2" WOOD l2 0 x 412' SCREW FLOOR: LL L/360 FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SCREWS ANCHOR OR EMBED TL L/240 HTT45 (18) 16d x 2 %2' 5/s" 0 ANCHOR W/ 6" ROOF: LL L/240 EMBED TL L/180 HTT45 (26) 16d x 21/2" 5/s" Q ANCHOR W/ 6" WALLS: WIND 1_/360 (STUCCO) SBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATION EMBED WIND L/240 (BRITTLE) PAU44 (12) 16d COMMON 5/s" Q ANCHOR W/ 7" WIND L/180 (FLEXIBLE) STEEL EMBED C&C DESIGN PRESSURES LOCATION AREA (SF) INTERIOR ZONE 4 (psf) END ZONE 5 (pso WALLS, WINDOWS, & DOORS 0-10 21.23 -23.81 +21.23 -31.58 11-20 19.85 -22.44 +19.85 -28.83 21-50 18.03 -20.62 +18.03 -25.19 51-100 16.66 -19.24 +16.66 -22.44 101-200 15.28 -17.87 +15.28 -19.69 201+ 13.46 -16.05 +13.46 -16.05 16FT GARAGE DOOR -45.55 +15.28 -19.69 SOFFITS -43.49 21.23 -23.81 +21.23 -31.58 -41.93 a= 4.OFT WALL ZONES (GENERIC BUILDING SHOWN ROOF-C&C DESIGN PRESSURES LOCATION AREA (SF) POSITIVE (ALL ZONES) ZONE 1 (psf) ZONE 2 (psf) ZONE 3 (psf) ROOF 0-10 +18.64 -21.23 -26.40 -26.40 11-20 +13.18 -19.67 -24.85 -24.85 21-50 +5.97 -17.61 -22.78 -22.78 51+ +0.52 -16.05 -21.23 -21.23 OVERHANGS 0-10 11-20 - - 4.66 -47.11 -47.11 - - 4.66 -45.55 -45.55 21-50 - - 4.66 -43.49 -43.49 51 + - - 4.66 -41.93 -41.93 ROOF ZONES �a ROOF ZONES (GENERIC BUILDING SHOWN 2. MIXING AND DELIVERY OF CONCRETE SHALL COMPLY WITH ACI 318, ACI 301, AND ASTM ARCHITECT OF RECORD. C94. CONCRETE SLUMP NOT TO EXCEED 6" IN ACCORDANCE WITH ASTM C143 3. CONCRETE SHALL MEET THE MIN COMPRESSIVE STRENGTH (f c) AT 28 DAYS AS FOLLOWS: a. SLABS ON GROUND AND FOOTINGS f = 2,500 psi b. STRUCTURAL WALLS, BEAMS, AND COLUMNS fc = 3,000 psi 4. STEEL REINFORCING FOR FOOTINGS SHALL COMPLY WITH ASTM A615 DEFORMED BARS AND HAVE A MIN YIELD STRENGTH OF 40,000 psi (GRADE 40) 5. SEE FOUNDATION PLAN AND DETAILS FOR ALL ADDITIONAL CONCRETE AND REINF REQUIREMENTS AND SPECIFICATIONS 6. SLABS ON GROUND SHALL BE REINFORCED PER ONE OF THE FOLLOWING METHODS: a. 6x6 W1.4xW1.4 WWF SHALL PLACED IN THE MIDDLE TO UPPER THIRD OF THE SLAB, SUPPORTED AT A MAX 3FT SPACING, AND SHALL CONFORM TO ASTM Al064/A1064M. EDGES SHALL BE LAPPED A MINIMUM OF 8" b. SYNTHETIC FIBER REINFORCEMENT - FIBER LENGTH BETWEEN %2'-2%4". DOSAGE AMOUNTS SHALL BE 0.75-3.0 POUNDS PER CUBIC YARD IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SHALL COMPLY W/ ASTM C116 SOILS 1. ALL SLABS ON GROUND AND FOOTINGS HAVE BEEN DESIGNED ASSUMING NON -EXPANSIVE SOIL WITH A MIN ALLOWABLE SOIL CAPACITY OF 2,000 psf 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN A SOILS INVESTIGATION REPORT FROM A LICENSED GEOTECHNICAL ENGINEER AND SHALL NOTIFY EOR IF ANY SOIL CONDITIONS DIFFER FROM THE ASSUMPTIONS STATED ON THIS PLAN SET 3. FDN'S SHALL BE FULLY SUPPORTED BY UNDISTURBED NATURAL SOILS OR STRUCTURAL COMPACTED FILL FREE OF ORGANICS, DEBRIS OR ANY OTHER DELETERIOUS MATERIAL. 4. STRUCTURAL COMPACTED FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY. ALL FILL GREATER THAN 12" IN DEPTH SHALL BE INSPECTED FOR PROPER COMPACTION PRIOR TO CONCRETE POUR IN ACCORDANCE WITH ASTM D1557 5. SOILS SHALL BE TREATED FOR SUBTERRANEAN TERMITES OR BY OTHER CODE APPROVED TERMITE PREVENTION METHOD AND IS THE RESPONSIBILITY OF THE CONTRACTOR. 6. SLABS ON GROUND SHALL BE PLACED OVER A MIN 6 -MIL (0.006") POLYETHYLENE VAPOR, RETARDER, ALL JOINTS SHALL BE LAPPED A MINIMUM OF 6" MASONRY 1. ALL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH AND SHALL BE CONSTRUCTED IN ACCORDANCE TO TMS 402/ACI 530/ASCE 5 (2013) 2. ALL CMU SHALL CONFORM TO ASTM C90 AND BE NORMAL WEIGHT W/ MIN COMPRESSIVE STRENGTH OF 2,000 psi (fm = 1,500 psi) 3. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN W/ FULL MORTAR BEDS 4. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE TYPE M OR TYPE S WITH MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. 5, ALL GROUT USED IN MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVE THE MIN COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. GROUT SLUMP SHALL BE BETWEEN 8"-11" 6. STEEL REINFORCING FOR MASONRY SHALL COMPLY WITH ASTM 615 DEFORMED BARS AND HAVE A MINIMUM YIELD STRENGTH OF 40,000 psi (GRADE 40) 7. ALL MASONRY STEMWALL FOUNDATIONS AND WALL CELLS CONTAINING VERTICAL REINF SHALL BE GROUT FILLED SOLID 8. 'PRE -CAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS, TEMPORARY SHORING SHALL BE PROVIDED BY CONTRACTOR FOR ALL LINTEL SPANS 6FT OR GREATER WOOD FRAMING 1. ALL WOOD AND WOOD -BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITH NDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015) 2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIED BY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY 3.. ALL STRUCTURAL WOOD OR WOOD -BASED MEMBERS IN CONTACT WITH SOIL, CONCRETE, MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AWPA U1 AID/OR AWPA M4, BASED ON INTENDED U:E. 4. REFERENCE FRC TABLE R602.3 FOR CODE PRESCRI13ED CONNECTIONS. ALL FRAMING CONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTS PRE-ENGINEERED WOOD TRUSSES 1. ALL PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH ANSI/TPI 1 (2014) 2. ALL TRUSSES SHALL BE PREPARED BY A DELEGATED LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA AND SHALL MEET OR EXCEED THE MIN DESIGN CRITERIA SPECIFIED ON THESE PLANS 3. ALL TRUSS -TO -TRUSS, MULTI -PLY TRUSS CONNECTIONS, AND BEAMS PROVIDED WITHIN THE ROOF AND/OR FLOOR SYSTEM ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER AND SHALL BE SUBMITTED FOR APPROVAL TO THE EOR PRIOR TO FABRICATION 4. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THE SBCA BCSI "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" 5. ALL TRUSS UPLIFT REACTIONS & UPLIFT CONNECTORS REQ HAVE BEEN CALCULATED BY THE EOR, CONNECTORS SPECIFIED ON THIS PLAN SET SUPERCEDE CONNECTORS & UPLIFTS SHOWN ON TRUSS MANUFACTURER'S SHOP DRAWINGS 6. CONTACT EOR IF TRUSS CONSTRUCTION DOCUMENTS PROVIDED BY TRUSS MANUFACTURER DIFFERS FROM THE LAYOUT SHOWN ON THIS PLAN SET ROOF, FLOOR, & WALL SHEATHING 1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOC PS 2 2. PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PERFORMANCE CATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY 3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, AND BLOCKING REQUIREMENTS 4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS) PERPENDICULAR TO SUPPORTS LINO ON PLAN NAIL SIZES SPECIFICATION DIAMETER (0) LENGTH 8d COMMON 0.131" 2 %2" 8d RINGSHANK 0.113" 2 %2' 10d x 1 Y2' 0.148" 11/211 10d 0.131 " 3" 10d COMMON 0.148" 3" 16d SINKER 0.148" 3 %4" 16d COMMON 0.162" 3 Y2" NOTE: ALL CONNECTIONS ON PLAN SHALL BE W/ 10d, UNO METAL CONNECTOR SCHEDULE SIMPSON USP CONNECTION AT ANCHORAGE SD.O FOUNDATION DETAILS MEMBER: 1ST LEVEL FRAMING H2.5T RT7 (5) 8d x 1 %2' EACH END - - H8 RT8A (5) 1 Od x 1 /2' EACH END - - MTS12 MTW12 (7) 10d x 1 %2" EACH END - - HTS20 HTW20 (11) 1 O x 11/2" EACH END - - LGT3-SDS2.5 LUGT3 (12) Y4'x2 %2" SDS (WS25) (26) 16d SINKERS TO 19-0110 DL DEAD LOAD TO GIRDER STUDS LGT4-SDS3 LUGT4 (16) %"x3" SDS (WS3) TO (30) 16d SINKERS TO NATIONAL DESIGN SPECIFICATION EWP ENGINEERED WOOD PRODUCT GIRDER STUDS MSTA24 MSTA24 (9) 10d COMMON EACH - - BASE ANCHORS FFE FINISHED FLOOR ELEVATION END fm MASONRY COMPRESSIVE STRENGTH MSTA36 MSTA36 (13) 10d COMMON EACH - - Cl N m w FTG FOOTING END GC INTERNAL PRESSURE COEFFICIENT CS18 CS20 (9) 10d COMMON EACH - - psf POUNDS PER SQUARE FOOT END DTT2Z DTB-TZ (8) %4" x 1 %2" WOOD l2 0 x 412' SCREW 7. FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD SCREWS ANCHOR OR EMBED HTT4 HTT45 (18) 16d x 2 %2' 5/s" 0 ANCHOR W/ 6" REINFORCEMENT EMBED HTT5 HTT45 (26) 16d x 21/2" 5/s" Q ANCHOR W/ 6" IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS & SBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATION EMBED ABU44Z PAU44 (12) 16d COMMON 5/s" Q ANCHOR W/ 7" STEEL EMBED ABUG6iZ PAU66 (12) 16d COMMON 5/a" 0 ANCHOR W/ 7" SIM SIMILAR TO DETAIL/CALLOUT EMBED SHEET INDEX SO.0 GENERAL NOTES SO.1 FOUNDATION PLAN SD.O FOUNDATION DETAILS S1.0 1ST LEVEL FRAMING S1.1 1 ST LEVEL ROOF/FLOOR S2.0 2ND LEVEL FRAMING S2.1 2Nd LEVEL ROOF SDA DETAILS SD.2 DETAILS SD.3 DETAILS ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE ADDT ADDITIONAL ANSI ' AMERICAN NATIONAL STANDARDS INSTITUTE APA THE ENGINEERED WOOD ASSOCIATION ILO ARCH ARCHITECTURAL DRAWINGS J J ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ALL CONNECTORS SPECIFIED PER SIMPSON STRONG -TIE "WOOD ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS KIPS PER SQUARE INCH ATR ALL -THREAD ROD AWPA AMERICAN WOOD PROTECTION ASSOCIATION LL BC BOTTOM CHORD W M BCSI BUILDING COMPONENT SAFETY INFORMATION CONNECTORS," 59TH EDITION (2018) BRG BEARING LAMINATED STRAND LUMBER (1.55E- 1 3/4" WIDE PLIES C&C COMPONENTS & CLADDING 2. CONC CONCRETE LVL Cd LOAD DURATION FACTOR O) CONT CONTINUOUS ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER CMU CONCRETE MASONRY UNIT MAXIMUM DBL DOUBLE 19-0110 DL DEAD LOAD MIN DOC DEPARTMENT OF COMMERCE GENERAL EOR ENGINEER OF RECORD POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 %2' LONG MAY EW EACH WAY NATIONAL DESIGN SPECIFICATION EWP ENGINEERED WOOD PRODUCT ft CONCRETE COMPRESSIVE STRENGTH No. FBC FLORIDA BUILDING CODE FDN FOUNDATION BASE ANCHORS FFE FINISHED FLOOR ELEVATION ON CENTER fm MASONRY COMPRESSIVE STRENGTH 5. FRC FLORIDA RESIDENTIAL CODE OSB FT' FEET Cl N m w FTG FOOTING ALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER GC INTERNAL PRESSURE COEFFICIENT PLATE HDK HEADER 6. HGT HEIGHT psf NOTES: ,, : �<. _ .. - - = - ILO IN LIEU {}F J J 1. ALL CONNECTORS SPECIFIED PER SIMPSON STRONG -TIE "WOOD ksi KIPS PER SQUARE INCH U) CONSTRUCTION CONNECTORS" CATALOG (2017-2018) & USP "STRUCTURAL LL LIVE: LOAD W M U N CONNECTORS," 59TH EDITION (2018) LSL LAMINATED STRAND LUMBER (1.55E- 1 3/4" WIDE PLIES NO) 2. ALL CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS LVL LAMINATED VENEER LUMBER (2.OE- 1 3/4" WIDE PLIES U O) 3. ANY CONNECTORS NOT SPECIFIED IN TABLE ABOVE, SHALL BE INSTALLED PER MAX MAXIMUM PROJECT NUMBER 19-0110 THE MANUFACTURER'S SPE=CIFICATIONS MIN MINIMUM GENERAL 4. POSITIVE PLACEMENT GUN NAILS W/ EQUAL DIAMETER & MIN 2 %2' LONG MAY NDS NATIONAL DESIGN SPECIFICATION BE USED ILO COMMON NAILS ON CS18 STRAPS, MSTA STRAPS, AND ABU POST No. NUMBER BASE ANCHORS OC ON CENTER REVIEWED 5. PLAN SPECIFIED CONNECTORS MAY BE SUBSTITUTED W/ EQUAL OR GREATER OSB ORIENTED STRAND BOARD Cl N m w J C.0 CAI W L U) ALTERNATIVE AS DETERMINED BY PRODUCT MANUFACTURER PLT PLATE m ULO 6. ALL POST -INSTALLED AND EMBED ANCHORS IN CONCRETE SHALL BE psf POUNDS PER SQUARE FOOT No. 7693 INSTALLED W/ SIMPSON SET -XP, AT -XP, OR EQUIVALENT psi POUNDS PER SQUARE INCH ADAM K. RUSSELL, PE 7. FASTENERS, CONNECTORS, AND ACCESSORIES IN CONTACT WITH PT WOOD PT PRESSURE TREATED SHALL BE HOT -DIPPED GALVANIZED STEEL OR STAINLESS STEEL IN REINF REINFORCEMENT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS REQ REQUIRED 8. IF FOR EXTERIOR USE OR WITH ACQ/CA/MCA TREATED WOOD, CONNECTORS & SBCA STRUCTURAL BUILDING COMPONENTS ASSOCIATION FASTENERS SHALL BE HOT -DIPPED GALVANIZED, G-185 (Z -MAX), OR STAINLESS SEI STRUCTURAL ENGINEERING INSTITUTE STEEL SF SQUARE FEET (AREA) SIM SIMILAR TO DETAIL/CALLOUT SPF SPRUCE PINE FIR SW SHEARWALL SYP SOUTHERN YELLOW PINE TC TOP CHORD TL TOTAL LOAD TMS THE MASONRY SOCIETY TOP TOP OF PLATE TOM TOP OF MASONRY TPI TRUSS PLATE INSTITUTE TYP TYPICAL LINO UNLESS NOTED OTHERWISE W/ WITH W/0 WITHOUT WSP WOOD STRUCTURAL PANEL WWF WELDED WIRE FABRIC W L..L J J z v) 0 W !>0 U) x 0 LL J* W M U N z 04 ch W' WJ t� LL W z _� � W U)QQ =W_j Z E--- m Q Q �U> G � M~Q z Q W J � z PROJECT NUMBER 19-0110 SHEET NUMBER S0.0 SHEET NAME GENERAL NOTES REVISIONS DATE DESCRIPTION DESIGNED AKR REVIEWED JER "Icl ct00 L U Cl N m w J C.0 CAI W L U) J0cM J � O Q5;mz F-Oc<00 C < m ULO � o ki Fj N 0) M a .�`�•�� �. RUS No. 7693 =�• OF ORI 1 1It1t \���\\� 10111114 ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 50'-0" 10'-0" 18'-0" 14'-0" 18'-0" 3'-0" / N N I) I - 1 N I ► � __� 1 I I �-o e I I' I N co " RECESS PER i . ARCH I 1 I N 1 N SD.0 SD.0 I 18'-8" 2'-4" 11'-0" { 5'-9" II I 5 sl { ;I j SD.0 ,I RECESS PER F -------------------------------------- ®._ _� I ARCH T i I 13'-4"1 I I L SD.0 rn I 3 - f�;{' I SD.0 -' 4 il z' / SD.0 co sD,a 5 ARCH SS PER Y100", �i SD.O r .I 7- 5 l i STEPS BY _ D. I BUILDER ` I / I s ° Irl "' - 17'-9" 14'-3" / 5 -0" I I { I 3 5 SD.0 I/ SD.0 I 3 N �' � I� 5 ' I SD.O �I SD.0 I L-- -- V 5 ,I OP ` 1 3 T T SD.0 7 7'-5" 8'-7" 5,�„ 2'-8' 2'-4" r 4'-6„ 7'-0„ _ V-01. I I F16 I r; 5 SD.0 - �_ 5 f I SD.0 I I l �- - - - - - /I - ^ - - - - -� I - J I (- / I/ Zi- /777 - - i 1 I I I V, RECESS PER I ( SD.O j ARCH 1 r I SD.0 `° I 1 SD.O I yL---------------- ----- ----_.-------------- -----I I SIM NO 2 BRICK SD.a E . - O 11 I I I �-o 00 sD.o I I STEPS BY I �j 0 BUILDER 2 SD.0 EO 3'-6" 16-0" 3'-6" i FOUNDATION PLAN , $' 8" 7,-4„ 23'-0.. 0. 1 Scale: 1/4"=l' -O" 50'-0" 1 FOUNDATION NOTES: W F16 SEE CONCRETE AND SOIL GENERAL NOTES SHEET SO.0 FOR ALL ADDITIONAL No.5 EW F 2 4] SPECIFICATIONS. ALL FTGS ASSUMED TO BE ONE-STORY UNO ON PLAN BY: No.5 EW F330"x30"x18" DEEP W/ (5) No.4 OR (4) No.5 EW M F36 TWO-STORY HATCH 36"x36"x18" DEEP W/ (6) No.4 OR (5) No.5 EW F[�a 40"x40"x20" DEEP W/ (8) NoA OR (6) No.5 EW SLAB ON GROUND J 1. MINIMUM COMPRESSIVE STRENGTH fc= 2,500psi AT 28 DAYS :If � � 2. MINIMUM THICKNESS 3Y" W QUO 3. REINFORCED W/ EITHER: a. 6x6 W1.4 x 1.4 WWF W/ MIN 8" LAP OR b. FIBER REINFORCED W/ Y2"-2 %" STRAND LENGTH AND 0.75- 3.0 POUNDS Z ♦/+% PER CUBIC YARD DOSAGE V W CONCRETE FOOTINGS _ LO t` 4. MINIMUM COMPRESSIVE STRENGTH fc=2,500psi AT 28 DAYS 5. SEE FOUNDATION DETAILS FOR FOOTING THIC NESS, WIDTH AND REINF / ) v Q W Z)M O REQUIREMENTS O 6. REINF SHALL BE MIN GRADE 40 AND LAPPED AS FOLLOWS: �/ x U M U a. No.4 (48) BAR DIAMETERS MIN 24" LAP T b. No.5 (48) BAR DIAMETERS MIN 30" LAP O •i 7. PROVIDE BENT BARS AT ALL CORNERS TO MATCH CORNER ANGLE, r < CORNER BARS SHALL EXTEND MIN 24" EACH SIDE t U O N O 8. PROVIDE RE-ENTRANT CORNER REINF AS REQ PER DETAIL 9/SD.O . STEMWALL FOUNDATIONS 9. ALL MASONRY UNITS SHALL BE 8" NOMINAL WIDTH AND LAID IN RUNNING BOND PATTERN 10. SEE FOUNDATION DETAILS FOR ALL REINF SIZE AND SPACING REQUIREMENTS 11. SEE FOUNDATION DETAILS FOR DOWEL SIZING AND SPACING 12.ALL VERTICAL DOWELS TO HAVE STANDARD 10 HOOKAND TIE INTO J*7 FOOTING REINF 13. ALL VERTICAL DOWELS SHALL EXTEND MIN 25" OUT OF FOOTING TO LAP W/ VERTICAL REINF 14.VERTICAL REINF TO HAVE STANDARD 10" HOOKAND TIE INTO CHAIR BLOCK/BOND BEAM HORIZONTAL REINF FOOTING SCHEDULE W F16 16"x16"x12" DEEP W/ (2) No.4 OR (2) No.5 EW F 2 4] 24"x24"x18" DEEP W/ (4) NoA OR (I) No.5 EW F330"x30"x18" DEEP W/ (5) No.4 OR (4) No.5 EW M F36 36"x36"x18" DEEP W/ (6) No.4 OR (5) No.5 EW F[�a 40"x40"x20" DEEP W/ (8) NoA OR (6) No.5 EW z r - Lu < v_> CY)z Q W i Z ~ Q �I PROJECT NUMBER 19-0110 SHEET NUMBER 50.1 SHEET NAME FOUNDATION PLAN REVISIONS DATE I DESCRIPTION W CY) U 04 z M W WJE W z :If � � W QUO w ♦/+% r J z r - Lu < v_> CY)z Q W i Z ~ Q �I PROJECT NUMBER 19-0110 SHEET NUMBER 50.1 SHEET NAME FOUNDATION PLAN REVISIONS DATE I DESCRIPTION M a F' = No. i' 93 = 10A ' ST '''•��ORIQP ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 DESIGNED AKR REVIEWED JER co o LO V 0 ♦/+% mM0� J U) LO t` Q W Z)M O Q > CC)Z Z N U M U m U LO r < O N O M a F' = No. i' 93 = 10A ' ST '''•��ORIQP ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 TYPICAL WALL FTG REINF 24" LONG No.4 OR No.5 BAR AT MID -HEIGHT OF SLAB (: ) 9 RE-ENTRANT CORNER REINFORCEMENT ''^"'t' SLAB W/ REINF LAN (1) No.5 CONT III_ -I 11-1 I I -I 11-1 I I -I 11-__I A, _III=1II-1II-III=111-1 _1-1 11=111=1 I I-1 I I-1 I I-_ -1II=1II-1II-1I1=1II=1II- w I-1 I I-1 11=11 I-1 I I-1 11=1 ,z -III-1I1=111=1II=111E. o ElI-f I M I I-1 11=1 I E co 0 f_I I I-1 I I-1 I I -111-1I I-1 I I=11 I-11I-III-1_� FOUNDATION PER PLAN W1 -111 -111 -III- _ q �I I I -III -III -I 1 I -I { ►� { { a° �; _ a 0 GRADE III=1 I I=1 I I-1 _ _ I-Tgt'441 ,I_1=I I { No.4 VERTICAL &'ED FTG.DEPTHTO BE CELL @ MAX 4OG W/ , DETERMINED BY _ - - -; ! - - I 1-1 h STANDARD HOOK CONTRACTOR SUCH THAT A =1 I I=) I I 45° ANGLE OF REPOSE LIES w 4 BELOW THE BOTTOM OF THE 11 I-111 4 I( -I POOL SHELL _ =1II-I ( ) 1 I-III111OR = ! ! , (3) No.5 BARS =f = 11=11 I i 1 W1 W 4 4a! I I=1 11= Z = I -1 I I I I I_I I i�l a. a I I I-11.1 1111! ;III III=III - I=1I1=11 III= -I e III=1111 111-= _I�1,,1I11ii1I1=1 iil�lill,; III III MIN 8" 1O POOL INTERACTION DETAIL 11 GARDEN RETAINING WALL IF STEP >12", PROVIDE CONT No. 4 OR No. 5 BAR IN TOP OF FTG CONC SLAB WI REINF PER PLAN FFE o a a 1-1111 = - - - IMII_ I1 1 I I -I l I -I _ 1 I - '=1 I I -T- III 1 d F =1 I Ed IF , I I- I - d A- - 1 -STORY W/ (2) No.4 OR No.5 2 -STORY W/ (3) No.4 OR No.5 CONC SLAB W/ REINF PER PLAN _I s - (1) No. 4 OR (1) No. 5 CONT 1-0 KEYWAY JOINT NC SLAB W/ REINF R PLAN SAW CUT CONTROL JOINT, DE WITH 8 HOURS OF POUR C SLAB W/ REINF PLAN W D V J �C Z U) tD W rn 7;0 x i 0 L J*7 W (y) U (v CN W W _j O W u- z W UUO =wU Z E- oo C Q > S z W -� L H Q PROJECT NUMBER 19-0110 SHEET NUMBER SD.0 SHEET NAME FOUNDATION DETAILS REVISIONS DATE DESCRIPTION I_ DESIGNED 4 NON-BEARING CURB STEP S BEARING CURB STEP ( THICKENED EDGE FOOTING 7 CONSTRUCTION JOINT 8 CONTROL JOINT BRICK VENEER NOTES 1. INSTALL W/ CODE COMPLIANT TIES @ 16" MAX HORIZONTAL AND 16" MAX VERTICAL SPACING 2. WEEPHOLES AND FLASHING PER FRC SECTION R703.8 STEMWALL HGT VERTICAL REINFORCEMENT CONC SLAB W/ REINF 4' -0"1 (6) COURSES No.4 @ 48" OC CONC SLAB W/ REINF 2 -STORY V-8" x l'-0" (3) No.4 OR No.5 6 -0"1 (9) COURSES PER PLAN -STORY 2'-0" x l'-0" (3) No.4 OR No.5 2 -STORY 2'-6" x V-0" (3) No.4 OR No.5 PER PLAN No.5 @ 24" OC 1 -STORY 3'-0" x 1'-4" (4) NoA OR No.5 ❑ ' . - - - a Z / 4 - I I �� . LL � GRADE ❑ LU Ilk- I_I I = a° �- I (1) No.5 CONT z I 41 _' -I -; i o GRADE Z 00 NOTE: ADDITIONAL 6" BRICK Q i LEDGE MAY BE OMITTED E =1_I IN LOCATIONS W/O BRICK No.4 VERTICAL & FILLED - VENEER CELL @ MAX 48" O.C. W/ 6" V-6" 1 -STORY W/ (3) No.4 OR No.5 1'-10" a 12 -STORY W/ (3) NoA OR No.5 STEMWALL HGT VERTICAL REINFORCEMENT CONC SLAB W/ REINF 4' -0"1 (6) COURSES No.4 @ 48" OC ❑ 2 -STORY V-8" x l'-0" (3) No.4 OR No.5 6 -0"1 (9) COURSES PER PLAN -STORY 2'-0" x l'-0" (3) No.4 OR No.5 2 -STORY 2'-6" x V-0" (3) No.4 OR No.5 8'-0" (12) COURSES No.5 @ 24" OC 1 -STORY 3'-0" x 1'-4" (4) NoA OR No.5 2 -STORY 3'-6" x 1'-4" (4) No.4 OR No.5 I I �� . LL � ❑ -III-III-I I I_I Ow LD ❑ I (1) No.5 CONT F- -I -; i o GRADE Z 00 Q i =1_I No.4 VERTICAL & FILLED - CELL @ MAX 48" O.C. W/ STANDARD HOOK I .4 o _II III • � � III , li i l l I, 1-111=11 II I � ,111111111,. I I I 6.. 1 1 -STORY W/ (2) No.4 OR No.5 V-8" 2 -STORY W/ (3) No.4 OR No.5 STEMWALL HGT VERTICAL REINFORCEMENT FOOTING DIMS (W x D) CONT. REINFORCEMENT 4' -0"1 (6) COURSES No.4 @ 48" OC -STORY 1'-4" x l'-0" (2) No.4 OR No.5 2 -STORY V-8" x l'-0" (3) No.4 OR No.5 6 -0"1 (9) COURSES No.5 @ 32" OC -STORY 2'-0" x l'-0" (3) No.4 OR No.5 2 -STORY 2'-6" x V-0" (3) No.4 OR No.5 8'-0" (12) COURSES No.5 @ 24" OC 1 -STORY 3'-0" x 1'-4" (4) NoA OR No.5 2 -STORY 3'-6" x 1'-4" (4) No.4 OR No.5 (:D WALL FOOTING W/ BRICK -MONOLITHIC WALL FOOTING W/ BRICK-STEMWALL (: ) 2 GARAGE WALL FOOTING NT 3 W/ REINF 'ICAC &FILLED AX 24" O.C. W/ D HOOK 2 (3) No.5 BARS V-8" 3 INTERIOR BEARING FOOTING AKR REVIEWED JER !'■m 00 cd * 00 0 LO O Y -1LL w � w U) N M :3 0 JO Qzccoo . �ZC4< 0 CONC SLAB W/ REINF ly_ � C� PER PLAN m C to <I' d O M d -) I I! �/V 11NHiiiN 1 -STORY W/ (2) No.4 OR No.5 V0� \��•: GE��S�` 2 -STORY W/ (3) No.4 OR No.5 �j �. �\ N. �:� Na 3 ' ATE OF jam; � pP.; 4,: *••. •• ,40 11 #0 1111 ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 NATE 18b EDGE NAIL SHEATHING @ 3" OC SEE DETAIL A6 (2) TOTAL @ (212A 111 1 C-21 2X6 1 1 B6/SD.2 SD.2 SIDE PORCH 1 CS18 1 DTT2Z z = UO (2) 14" LVL Ui wa Illk Oo=U w IIII 2 2x6 1 1 1TC-S-1 8 1 IIII 1111 IIII (31 14" LVL 2 2 (3)14" LVL.... Illi IIII: IIIL -1177-771 1 cs1$ 1 IIII: 3s IIII 2S HTT5 ° z = o .: w w � - MIN(3) STUDS BELOW H w ih TILT SWABOVE, STUDS Oz W (n TO SLAB W/ HTT5 2S ... DTT2\-11 I CS 18 1I I I (212x61111) 1 DTT2Z III 67 TYP @ III SD.2 PORCHES 9 %4" LVL 12121 (2)14" LVL III Ill _ 1 CS18 III 1 DTT2Z (212A 11 11) NOTE 18c II SEE DETAIL A7 B6/SD.2 EDGE NAIL SHEATHING @ 3" OC II VSD.2 22x61 1 U CONT (2) 114" LVL HDR (11'-8") O I' FASTEN GABLE TRUSS BOTTOM 1 2S 212x6 1 1 2 2X6 1 1 Q co CHORD TO TOP PLATE @ 3" O.C. OD z C7 NOTE 18c w W EDGE NAIL SHEATHING @ 3" OC O o w DTT2 SEE DETAILAl TYP A9/SD.3 SD. l 2 2X6 11 11) (2) 2x6 HEADER -UP z te 00- 0- J Q J � TYP Al III w o SD.1 2 2x121111) 2 - - I Of> - LL w EDGE NAIL SHEATHING @ 3" OG O z 2S GIRDER TG02 0 2S �A, C8 SD.1 I „ 9 ,,,,,, , .,, L f4 LVL L 2 (212A 1 1 LEDG ER EXTENSION 1 T -C S-1-8 I SEE DETAIL 1 IDTT2Z 1 DTT2Z SEE SIM f A9/SD.3 BALLOON FRAME WALL CONT DETAIL 66/SD.2 TO 2ND LEVEL DBL TOP PLT z J 00- 0 a JO a - - -i m w o w <> z 2S 2S w w (212x6 11 1 zJ 2 2x6 1 1HTT4 HTT4 o z - - - - - - - - - - ----1 mO 1 ------ -- ------ ---� 1 CS1 11 CS18� HUC210-2 NOTE 18b 1 DTT2Z (2 19 X" LVL 2 2 1 DTT22_ EDGE NAIL SHEATHING 3" OC 2S _ . DTT2 II II (2) 2x10_ 2S BEAM TO EXTEND CONT. - - INTO EXT. WALL AS NOTE 18c (,SEE DETAIL SEE DETAIL HTT4 SHOWN -SEE DETAIL EDGE NAIL SHEATHING @ 3 OC B6/SD.2 B6/SD.2 B6/SD.2 III (2) 2x10 {2} 2x10111 III LII TIL.. III (2) 2x10 (2) TOTAL @ AG FRONT PORCH SD.2 �B7TYP @ SD.2 PORCHES SPO 1 (31 14" LVL 2 3 FRAMING NOTES: MAX BOTTOM PLATE No.2 SYP (PT @ IST LEVEL) 1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO SLAB W1Y2"0 x 6" LONG TITEN HD OR Y2"O A36 (36ksi) ATR EPDXY ANCHOR W/ NU AND 3" SQUARE x 0.229" WASHER (QT_ MAY SUBSTITUTE FOR BOTTOM PLT ANCHOR) 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR SHEARWALL ANCHOR SPACING 10.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, REQUIREMENTS. 3. MIN (2) ANCHORS PER PLT SEGMENT 10'1-1/8" 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TC P CHORD BELOW W/ 10d @ 6" OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACI G DOUBLE TOP PLATE No.2 SYP 2x_ @ MAX 113" 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) ROWS 10d @ MAX 12" OC STAGGERED C) 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MI N 48" AND SPLICED TOGETHER W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MI (16) 10d ALONG SPLICE 7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITH INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3) 10d FACE -NAILS BALLOON STUDS No.2 SPF OR No.2 SYP 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT / MIN (4) 10d TOE -NAILS OR (3) 10d FACE -NAILS 3 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER / (2) ROWS 10d @ 12" OC STAGGERED UJI -2x-PT BUCK IF REQ, FASTEN W/ (2) ROWS 16d COMMON @ 16" OC -2x_ GARAGE GOAL POST, FASTEN W/ (2) ROWS 16'' x 3" GALVANIZED LAG SCREWS @ 12" OC V , FASTEN GARAGE DOOR TRACK PER MANUFACTURER'S INSTALLATION SPEGIFIGAT►ONS 2 CS1$ 2 CS1$ GARAGE RETURN FRAMING & HOLDDOWNS EDGE NAIL A5 - - - - - PER PLAN SHEATHING r-, D. @ 3" OC EDGE NAIL A5 GARAGE DOOR JAMB W0W. 1. 1ST LEVEL FRAMING PLAN @3"OCING sD.2 1.0 Scale: 1/4"=1'-0" PLANKHDR MAX UJI CLEAR WALL TYPE WALL STUDS REQUIRED U 2x4 HEIGHT HEADER FRAMING No.2 SYP LSL, OR LVL z 9' 1-118" 2x6 @ 16" O.0 10.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, REQUIREMENTS. EXTERIOR 10'1-1/8" 2x6 @ 16" O.0 Z 48" OC SEE HDR CALLOUT BELOW FOR INTERIOR LOAD STUD GROUP AND EACH 2x_ @ MAX 113" OC BRG ALL C) '/s' 24/16 SPAN RATED OSB OR INTERIOR ALL 2x_ @ MAX 24!'OC . NON -LOAD BRG z a. 2x4 OR 2x6 HEADER (4) 10d T b. 2x8 OR 2x10 HEADER OE -NAILS OR FACE -NAILS BALLOON 21-0" (2) 2x6 @ 12" C,C. OE -NAILS OR FACE -NAILS OE -NAILS OR FACE -NAILS FRAMED 3 .L.. U a HEADER 18 3" OC PLANKHDR MAX UJI CLEAR m PLAN NOTE 15.SHEATH ALL EXTERIOR WALLS W/%6`24/16 SPAN U 2x4 N HEADER FRAMING No.2 SYP LSL, OR LVL z 9' 6" N 10.SEE FRAMING PLAN FOR ALL HDR LOCATIONS, REQUIREMENTS. SIZING AND STRAPPING 9_OO EDGES AND 12" OC IN THE FIELD, UNO ON PLA Z 48" OC SEE HDR CALLOUT BELOW FOR ADDITIONAL INFORMATION STUD GROUP AND EACH W J 11.FASTEN ALL PLIES OF HDR TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED C) '/s' 24/16 SPAN RATED OSB OR LL 12. FASTEN HEADER TO KING STUDS PER THE FOLLOWING: 6" OC AT ALL PANEL EDGES . W z a. 2x4 OR 2x6 HEADER (4) 10d T b. 2x8 OR 2x10 HEADER OE -NAILS OR FACE -NAILS OF SHEARWALL EXTENTS AS SHEET NAME T (6) 10d c. 2x12, LSL OR LVL HEADER (8) 10d OE -NAILS OR FACE -NAILS OE -NAILS OR FACE -NAILS NOTE 18c 3 .L.. U a HEADER 18 3" OC UJI U) 13. SEE WSP DETAIL C4/SD.1 FOR INSTALLATION SPECIFICATIONS HDQ8- DS3 24" OC 0 � 1 14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, INSTALLATION SPECIFICATIONS SEE DETAIL B4/SD.1 FOR N/ I �•J w PLANKHDR MAX t CLEAR SIZE PLAN NOTE 15.SHEATH ALL EXTERIOR WALLS W/%6`24/16 SPAN SPAN 2x4 6-9" 2x6 9.101, (2) 2x4 9' 6" (2) 2x6 13'11 " LEGEND & SYMBOLS --# LOAD BRG WALL Wt UPLIFT LOAD BRG WALL W/O UPLIFT . HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ jo;ci * TOP PLT TO STUD 8 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALL No. OF HDR TO JACK STRAPS REQ 1 CS 18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ STEEL BRICK LINTEL SPAN SCHEDUI )UT SIZE OF STEEL ANGLE NO STORY ABOVE t WALL SHEATHING C PLAN NOTE 15.SHEATH ALL EXTERIOR WALLS W/%6`24/16 SPAN G MzQ SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 PROJECT NUMBER MIN SPF BLOCKING AT ALL HORIZONTAL PANE W SPACING 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON Z 9_OO LEGEND & SYMBOLS --# LOAD BRG WALL Wt UPLIFT LOAD BRG WALL W/O UPLIFT . HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ jo;ci * TOP PLT TO STUD 8 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALL No. OF HDR TO JACK STRAPS REQ 1 CS 18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ STEEL BRICK LINTEL SPAN SCHEDUI )UT SIZE OF STEEL ANGLE NO STORY ABOVE W WALL SHEATHING WN/ BOTTOM PLT PLAN NOTE 15.SHEATH ALL EXTERIOR WALLS W/%6`24/16 SPAN RATED OSB OR PLYWOOD. STRAP SHEATHING SHALL BE INSTALLED HORIZONTALLY OR VERTICALLY WITH 2x4 PROJECT NUMBER MIN SPF BLOCKING AT ALL HORIZONTAL PANE EDGES SPACING 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL 9_OO EDGES AND 12" OC IN THE FIELD, UNO ON PLA Z 48" OC v 17. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH SHEET NUMBER KING STUD W/ 8d COMMON @ 12" OC Y-IU)LO LL :3 18. SPECIAL SHEARWALL SHEATHING: FASTEN Ml '/s' 24/16 SPAN RATED OSB OR 0 PLYWOOD TO WALL FRAMING W1 8d COMMON 6" OC AT ALL PANEL EDGES . AND 12" O.C. IN THE FIELD, LINO ON PLAN. PROVIDE THE FOLLOWING BOTTOM FL LICENSE NO. 77693 PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS SHEET NAME DENOTED ON FRAMING PLAN: HTT 24" OC NOTE 18c 3 UPPER LEGEND & SYMBOLS --# LOAD BRG WALL Wt UPLIFT LOAD BRG WALL W/O UPLIFT . HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ jo;ci * TOP PLT TO STUD 8 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALL No. OF HDR TO JACK STRAPS REQ 1 CS 18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ STEEL BRICK LINTEL SPAN SCHEDUI )UT SIZE OF STEEL ANGLE NO STORY ABOVE NO. STUDS HOLDD WN/ BOTTOM PLT PLAN NOTE LEVEL REQ, EACH END STRAP ING ANCHOR/NAIL 6'-0" 4'-6" 5"x3%"x5/6' 10'-0" SPACING 6'-0" 1ST 14'-0" DTT Z 48" OC NOTE 18a 2 UPPER (1) C 18 6" OC Y-IU)LO LL :3 NOTE 18b 1ST 2 HTT 4 24" OC UPPER (2) CE 18 3" OC FL LICENSE NO. 77693 < b C�LO 1ST m HTT 24" OC NOTE 18c 3 UPPER (3) C 18 3" OC IST HDQ8- DS3 24" OC NOTE 18d 3 UPPER N/ N/A LEGEND & SYMBOLS --# LOAD BRG WALL Wt UPLIFT LOAD BRG WALL W/O UPLIFT . HDR/BEAM HEADER CALLOUT No. OF HDR PLIES HDR SIZE No. OF JACK STUDS No. OF KING STUDS 22x611 STUD GROUP CALLOUT No. OF STUDS REQ, MATCH WALL WIDTH UNO IF (*) SHOWN, (2) SDWC15600 REQ jo;ci * TOP PLT TO STUD 8 HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ (IF MULTIPLE) HEADER UPLIFT CONNECTION CALL No. OF HDR TO JACK STRAPS REQ 1 CS 18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO FRAMING BELOW No. OF HOLDDOWN/STRAPS REQ STEEL BRICK LINTEL SPAN SCHEDUI )UT SIZE OF STEEL ANGLE NO STORY ABOVE 1 STORY ABOVE 2 STORIES ABOVE 3"x3"x4" 6'-0" 4'-6" 3'-0" 4"x3"x 4" 8'-0" 6'-0" 4'-6" 5"x3%"x5/6' 10'-0" 8'-0" 6'-0" 6"x3%2'x5/6" 14'-0" 9'-6" 7'4' 6"x4"x%" 16'-0" 10'-6" 8'-0" l st LEVEL FRAMING REVISIONS DATE I DESCRIPTION LINTEL NOTES 1. ALL STEEL LINTELS TO BE MIN A36 STEEL (fy = 36 ksi) DESIGNED ��� AKR ���� •'��\iE►Y 2. LINTELS SHALL BE COATED W/ RUST -INHIBITIVE PAINT REVIEWED :� : y JER b NO. 693 = "T:� OPENING vmwm4 4. LONG LEG OF ANGLE SHALL BE PLACED IN VERTICAL POSITION, !" LINO ON PLAN 0000 O S OF N >CAI co co 0 \ATE 44 Y-IU)LO LL :3 0J_ -(n N J C M Cr O Q z Co Z w O CM< ADAM K. RUSSELL, PE FL LICENSE NO. 77693 < b C�LO 01-25-2019 m d O M d LINTEL NOTES 1. ALL STEEL LINTELS TO BE MIN A36 STEEL (fy = 36 ksi) �O ��� ���� •'��\iE►Y 2. LINTELS SHALL BE COATED W/ RUST -INHIBITIVE PAINT OR �f :� : y OTHER CODE APPROVED CORROSION PROTECTIONr b NO. 693 = 3. LINTELS SHALL BEAR A MIN. OF 4" ON EACH SIDE OF OPENING 4. LONG LEG OF ANGLE SHALL BE PLACED IN VERTICAL POSITION, _ • • LINO ON PLAN S OF \ATE 44 ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 _ 3-00-00 11-00-00 -00-00 1 c' 133 TYP u o! oz ua O z w o w _ __._ _ _ J �'._'_.- _._._______._....� __. �..w s. ...._,._._..� �` W Q m w 0 w J --_- w .._..._ Co z : Q W a. 0 w � � CO CONT. 2x12 No.2 SYP RIM Y ..... _. ._ .. BOARD, FASTEN TO EACH ;: U v _..._.a__s Y TRUSS W/ (6) 10d 2-a as Fa ma Ocr o LLI N TZ of t Q iii n w r �2a r. z �' co 0 O 0 X _ �_ Q 2-00-00 N a W Q v O 1-a -08 Foy co C0 _ 1-a a y 0 - ;`1 , W � w J m 7,0 1 E W z � (7 D _z0 a CONT. 2x12 No.2 SYP J C1 SIM RIM BOARD, FASTEN TO �O ..... OSDA EACH TRUSS W1 (6) 1 Od b 2 -OP -00 F04 Iit 7 It 11 11 It 11 It x Q CL w II II II II II 11 cf) 2-Q -alb I U4 III it II `0 ',j L -l1 `3 2-0 a 2x6 No. 2 SYP LEDGER FASTEN TO EACH TRUSS VERTICAL W/ (4) 12d COMMON @ MAX 24" OC 1! SIM C5 JR PLAN Scale: 1/4"=1'-0" L p i U LL LL LL ( Awa _ LL LL Iy LL co C j g {)` I r.. a TGa2 I Fla rBi�Typ #12 SD.1EXTENDLEDGERTOaWALL AS SHOWN - SEESIM DETAIL B6/SD.2 II II r11 II � II zLO __. a � U- _ O �m ii 713 <> II _ z J cel 0 ii F14 , °aN II F14 I q o _ m I -- TRUSS FRAMING NOTES: ROOF TRUSSES w 1. FASTEN ALL ROOF TRUSSES TO DBL TOP PLT/BEAM W/ (3) Od TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTION - DETAIL C1 TO C3/SD.1 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ (`+) 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDA CE W/ THE SBCA BCSI J GUIDE t r J ROOF SHEATHING Q 4. SHEATH ROOF FRAMING W/%fi' 24116 SPAN RATED OSB OR PLYWOOD, SHEATHING .. SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICUL R TO SUPPORTS z 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL w EDGES AND 12" OC IN THE FIELD ((D ui 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALUFLOOR FRAMING, PROVIDE 2x_ NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER 10 EACH VERTICAL WALL/FLOOR FRAMING MEMBER W/ (3) 1 Od @ MAX 24" OC, EDGE NAIL ROOF U SHEATHING TO NAILER O FLOOR TRUSSES r 7. FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/ (3) 1 Od TOE -NAILS O 8. SEE TRUSS PLAN AND TYPICAL DETAILS B1 TO B3 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ U. 9. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE 10. WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS IN STALL CONT. 2x No.2 SYP RIBBON BOARD AS SHOWN IN DETAIL B1/SD.1, ATTACH RIBBON BOARD TO EACH TRUSS W/ MIN (4) 1 Od FACE -NAILS 11. PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOW UPPER LEVEL MULTI -PLY STUD GROUPS, STUD/BLOCK PLIES TOMATCH No. PLIES ABOVE. 12.PRE-MANUFACTURED SHEAR PANELS TO BE INSTALLED Ac SHOWN IN TRUSS LAYOUT, FASTEN TO WALL DBL TO PLT BELOW AND FLOOR DECK FROM ABOVE W/ 10d@3"OC J*7 FLOOR SHEATHING 13: SHEATH FLOOR FRAMING W/2%2" TONGUE AND GROOVE CSB OR PLYWOOD. 14.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD. BEAM FASTENING w 15.17ASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNIO ON PLAN OR PER TRUSS MANUFACTURER'S SPECIFICATIONS: V N a. 2 -PLY (3) ROWS 10d @ 12" O.C. STAGGERED. z N b. 3 -PLY (3) ROWS 10d @ 6" O.C. STAGGERED. (� c. 4 -PLY (2) ROWS Y" DIA.THRU BOLT W/ NUT AND WASHER @ 16" w WU- J O.C. STAGGERED. PROVIDE 2" E GE DISTANCE CONVENTIONAL FRAMING NOTES C �W�// Z 16. RAFTERS TO BE MIN 2x8 No.2 SYP @ MAX 16" OC(/1 LCL 2 17. CEILING JOISTS TO BE MIN 2x6 No.2 SYP @ MAX 16" OC t 0 1 18. ATTACH EACH RAFTER TO LEDGER W/ (4) 10d TOE -NAILS ACH END & TO BEAM W/ w VJ �•J V (3) 1 O TOE -NAILS & (1) SDWC15600 W U OVERFRAMING NOTES Z m Q 19. RAFTERS TO BE 2x6 No.2 SYP @ MAX 16" OC 20. RIDGE BOARD AND VALLEY NAILER TO BE 2x8 No.2 SYP J 21. ATTACH VALLEY NAILER TO EACH EXISTING ROOF RAFTER W/ (5) 10d NAILS ` I� - 22. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY NAILE W/ (5) 1 Od TOE -NAILS (` Q (y)z Q w z �- PROJECT NUMBER 19-0110 SHEET NUMBER S1.1 SHEET NAME 1st LEVEL ROOF/FLOOR REVISIONS DATE I DESCRIPTION DESIGNED i i REVIEWED E 4 JER nc$ �i 1 _ 3-00-00 11-00-00 -00-00 1 c' 133 TYP u o! oz ua O z w o w _ __._ _ _ J �'._'_.- _._._______._....� __. �..w s. ...._,._._..� �` W Q m w 0 w J --_- w .._..._ Co z : Q W a. 0 w � � CO CONT. 2x12 No.2 SYP RIM Y ..... _. ._ .. BOARD, FASTEN TO EACH ;: U v _..._.a__s Y TRUSS W/ (6) 10d 2-a as Fa ma Ocr o LLI N TZ of t Q iii n w r �2a r. z �' co 0 O 0 X _ �_ Q 2-00-00 N a W Q v O 1-a -08 Foy co C0 _ 1-a a y 0 - ;`1 , W � w J m 7,0 1 E W z � (7 D _z0 a CONT. 2x12 No.2 SYP J C1 SIM RIM BOARD, FASTEN TO �O ..... OSDA EACH TRUSS W1 (6) 1 Od b 2 -OP -00 F04 Iit 7 It 11 11 It 11 It x Q CL w II II II II II 11 cf) 2-Q -alb I U4 III it II `0 ',j L -l1 `3 2-0 a 2x6 No. 2 SYP LEDGER FASTEN TO EACH TRUSS VERTICAL W/ (4) 12d COMMON @ MAX 24" OC 1! SIM C5 JR PLAN Scale: 1/4"=1'-0" L p i U LL LL LL ( Awa _ LL LL Iy LL co C j g {)` I r.. a TGa2 I Fla rBi�Typ #12 SD.1EXTENDLEDGERTOaWALL AS SHOWN - SEESIM DETAIL B6/SD.2 II II r11 II � II zLO __. a � U- _ O �m ii 713 <> II _ z J cel 0 ii F14 , °aN II F14 I q o _ m I -- TRUSS FRAMING NOTES: ROOF TRUSSES w 1. FASTEN ALL ROOF TRUSSES TO DBL TOP PLT/BEAM W/ (3) Od TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTION - DETAIL C1 TO C3/SD.1 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ (`+) 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDA CE W/ THE SBCA BCSI J GUIDE t r J ROOF SHEATHING Q 4. SHEATH ROOF FRAMING W/%fi' 24116 SPAN RATED OSB OR PLYWOOD, SHEATHING .. SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICUL R TO SUPPORTS z 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL w EDGES AND 12" OC IN THE FIELD ((D ui 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALUFLOOR FRAMING, PROVIDE 2x_ NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER 10 EACH VERTICAL WALL/FLOOR FRAMING MEMBER W/ (3) 1 Od @ MAX 24" OC, EDGE NAIL ROOF U SHEATHING TO NAILER O FLOOR TRUSSES r 7. FASTEN ALL FLOOR TRUSSES TO DBL TOP PLT W/ (3) 1 Od TOE -NAILS O 8. SEE TRUSS PLAN AND TYPICAL DETAILS B1 TO B3 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ U. 9. TRUSSES SHALL BE INSTALLED AND BRACED IN ACCORDANCE W/ THE SBCA BCSI GUIDE 10. WHERE TRUSSES BEAR PERPENDICULAR TO SUPPORTS IN STALL CONT. 2x No.2 SYP RIBBON BOARD AS SHOWN IN DETAIL B1/SD.1, ATTACH RIBBON BOARD TO EACH TRUSS W/ MIN (4) 1 Od FACE -NAILS 11. PROVIDE CRIPPLE STUDS/SQUASH BLOCKS WITHIN FLOOR SYSTEM BELOW UPPER LEVEL MULTI -PLY STUD GROUPS, STUD/BLOCK PLIES TOMATCH No. PLIES ABOVE. 12.PRE-MANUFACTURED SHEAR PANELS TO BE INSTALLED Ac SHOWN IN TRUSS LAYOUT, FASTEN TO WALL DBL TO PLT BELOW AND FLOOR DECK FROM ABOVE W/ 10d@3"OC J*7 FLOOR SHEATHING 13: SHEATH FLOOR FRAMING W/2%2" TONGUE AND GROOVE CSB OR PLYWOOD. 14.FASTEN SHEATHING TO ALL SUPPORTING MEMBERS W/ 10d COMMON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD. BEAM FASTENING w 15.17ASTEN EACH BEAM PLY TOGETHER WITH FOLLOWING, UNIO ON PLAN OR PER TRUSS MANUFACTURER'S SPECIFICATIONS: V N a. 2 -PLY (3) ROWS 10d @ 12" O.C. STAGGERED. z N b. 3 -PLY (3) ROWS 10d @ 6" O.C. STAGGERED. (� c. 4 -PLY (2) ROWS Y" DIA.THRU BOLT W/ NUT AND WASHER @ 16" w WU- J O.C. STAGGERED. PROVIDE 2" E GE DISTANCE CONVENTIONAL FRAMING NOTES C �W�// Z 16. RAFTERS TO BE MIN 2x8 No.2 SYP @ MAX 16" OC(/1 LCL 2 17. CEILING JOISTS TO BE MIN 2x6 No.2 SYP @ MAX 16" OC t 0 1 18. ATTACH EACH RAFTER TO LEDGER W/ (4) 10d TOE -NAILS ACH END & TO BEAM W/ w VJ �•J V (3) 1 O TOE -NAILS & (1) SDWC15600 W U OVERFRAMING NOTES Z m Q 19. RAFTERS TO BE 2x6 No.2 SYP @ MAX 16" OC 20. RIDGE BOARD AND VALLEY NAILER TO BE 2x8 No.2 SYP J 21. ATTACH VALLEY NAILER TO EACH EXISTING ROOF RAFTER W/ (5) 10d NAILS ` I� - 22. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY NAILE W/ (5) 1 Od TOE -NAILS (` Q (y)z Q w z �- PROJECT NUMBER 19-0110 SHEET NUMBER S1.1 SHEET NAME 1st LEVEL ROOF/FLOOR REVISIONS DATE I DESCRIPTION DESIGNED AKR REVIEWED JER nc$ _M 00 L 0 U >Cq N0 ' �1-Jt�LO I,- rI �/U- 04 <CWZ)Ce) 0 j M Z 00 � Z N Q U OQ C LO 00 o N rn M r OA O01,.�`��•.•'' CEN '' . '%, No. 7 3 TE OF 00041000 �1 ADAM K. RUS L, PE FL LICENSE NO. 93 01-25-2019 IVVSPI O 11)ICONTRACTO-1 1 22x612 2 2x6...1 1 IIIA IIIW 2S IIIA -- III III 2S* NOTE 18c u III - EDGE NAIL SHEATHING @ 3" OC PI 0 1 III ill lil [2 2x6 1 1 IIIA HANDRAILS BY Illaf y CONTRACTOR IIIA CD f [ 2x6 1 1 O NOTE 18c EDGE NAIL SHEATHING @ 3" OC z 2S* (� (�I2x6 1 1 NOTE 18a 2.0 2ND LEVEL FRAMING PLAN Scale: 1/4"=1'-0" r, FRAMING NOTES: BOTTOM PLATE No.2 SYP PT @ IST LEVEL) uj 1. 1ST LEVEL BOTTOM PLT TO BE ANCHORED TO ES LAB WIY2"O x 6" LONG TITEN HD OR %" O A36 (36ksi) ATR EPDXY ANCHOR W/ NUT AND 3" SQUARE x 0.229" WASHER (QT_ MAY SUBSTITUTE FOR BOTTOM F LT ANCHOR) 2. ANCHORS TO BE INSTALLED EACH SIDE OF OPENING (MIN 6" FROM JACK/KING GROUP), WITHIN 12" OF THE PLT BREAK AND @ MAX 48" OC, SEE NOTE 18 FOR SHEARWALL ANCHOR SPACING 3. MIN (2) ANCHORS PER PLT SEGMENT 4. 2ND LEVEL BOTTOM PLT TO RIBBON BOARD/TO CHORD BELOW W/ 10d @ 6" OC, SEE NOTE 18 FOR SHEARWALL NAIL SPACING DOUBLE TOP PLATE N0.2 SYP v� 5. ALL TOP PLATES TO BE DOUBLED - FASTEN TOP PLATES TOGETHER W/ (2) W ROWS 10d @ MAX 12" OC STAGGERED 6. END JOINTS OF DBL TOP PLT TO BE OFFSET MIN 48" AND SPLICED TOGETHER U) W/ MIN (2) ROWS 10d @ 6" OC STAGGERED, MIN (6) 10d ALONG SPLICE O 7. LAP ALL TOP PLT AT CORNERS OF EXTERIOR WALLS AND INTERSECTIONS WITH INTERIOR LOAD BRG WALLS, FASTEN PLATES TOGETHER AT LAP W/ (3) 10d FACE -NAILS STUDS No.2 SPF OR N0.2 SYP O 8. FASTEN ALL STUDS TO TOP AND BOTTOM PLT W/ MIN (4) 10d TOE -NAILS OR (3) 10d FACE -NAILS 9. FASTEN ALL MULTI -STUD GROUPS TOGETHER W/ (2) ROWS 10d @ 12" OC STAGGERED MAX WALL TYPE WALL STUDS REQUIRED HEIGHT EXTERIOR 9' 1-1 /8" 2x6 @ 16" O. C. 10'1-1/8" 2x6 @ 16" O. C. INTERIOR LOAD BRG ALL 2x_ @ MAX 16" OC INTERIOR NON -LOAD BRG ALL 2x @ MAX 24" OC BALLOON FRAMED 21'0" w cY) HEADER FRAMING N N0.2 SYP, L L, OR LVL Z N 10. SEE FRAMING PLAN FOR ALL HDR LOCATIONS, SIZ NG AND STRAPPING M REQUIREMENTS. SEE HDR CALLOUT BELOW FOR P DDITIONAL INFORMATION 11. FASTEN ALL PLIES OF HDR TOGETHER W/(2) ROWS 10d @ 12" OC STAGGERED Q W LCL �-- 12. FASTEN HEADER TO KING STUDS PER THE FOLLO NG: W -Zfir a. 2x4 OR 2x6 HEADER (4) 10d TOE NAILS OR FACE -NAILS _ b. 2x8 OR 2x10 HEADER (6) 10d TOE NAILS OR FACE -NAILS c. 2x12, LSL OR LVL HEADER (8) 10d TOE -NAILS OR FACE -NAILS 13. SEE WSP HEADER DETAIL C4/SD.1 FOR INSTALLATI N SPECIFICATIONS W C+ O 14.MIN (2) JACK STUDS REQ BETWEEN OPENINGS, SEE DETAIL B4/SD.1 FOR T < U INSTALLATION SPECIFICATIONS L'�' .1 W PLANK HDR MAX Z F-- 00 Q SIZE CLEAR �, SPAN 2x4 6-9" I" 2x6 91101, p co (2) 2x4 g 6 . Q (2) 2x6 13' 11 " w WALL SHEATHING Z< 15. SHEATH ALL EXTERIOR WALLS W/ %6" 24/16 SPAN R TED OSB OR PLYWOOD. SHEATHING SHALL BE INSTALLED HORIZONTALLY O VERTICALLY WITH 2x4 MIN SPF BLOCKING AT ALL HORIZONTAL PANEL ED ES PROJECT NUMBER 16. FASTEN SHEATHING TO WALL FRAMING W/ 8d COMIV ON @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD, LINO ON PLAN 19-0110 17. FASTEN SHEATHING TO EACH STUD OF MULTI -PLY STUD GROUP AND EACH KING STUD W/ 8d COMMON @ 12" OC SHEET NUMBER 18. SPECIAL SHEARWALL SHEATHING: FASTEN MIN %6" 4/16 SPAN RATED OSB OR PLYWOOD TO WALL FRAMING W/ 8d COMMON @ 6" OC AT ALL PANEL EDGES S2.0 AND 12" O.C. IN THE FIELD, LINO ON PLAN. PROVIDE THE FOLLOWING BOTTOM PLT ANCHORAGE & CONNECTIONS @ EACH END OF SHEARWALL EXTENTS AS SHEET NAME DENOTED ON FRAMING PLAN: PLAN NOTE LEVEL NO. STUDS HOLDDOWNI BOTTOM PLT 2nd LEVEL REQ. EACH END STRAPPING ANCHOR/NAIL FRAMING SPACING NOTE 18a IST 2 DTT2Z 48" OC UPPER (1) CS18 6, OC NOTE 18b IST 2 HTT4 24" OC REVISIONS UPPER (2) CS18 3" OC NOTE 18c 1ST 3 HTTS 24" OC DATE DESCRIPTION UPPER (3) CS18 3" OC NOTE 18d 1ST 3 HDQ8-SDS3 24" OC UPPER NIA N/A LEGEND & SYMBOLS LOAD BRG WALL W/ UPLIFT ----_ _;! LOAD BRG WALL W/O UPLIFT DESIGNED . — . HDR/BEAM AKR HEADER CALLOUT REVIEWED LNo. OF HDR PLIES SER HDR SIZE No. OF JACK STUDS No. OF KING STUDS 2 2x6 1 1 "Cl STUD GROUP CALLOUT rmmq Z " No. OF STUDS REQ, MATCH WALL "MONW4 :z> WIDTH UNO Qop o O IF (*) SHOWN, (2) SDWC15600 REQ cu co M 2S* TOP PLT TO STUD > CV j CS18 HOLDDOWN/STRAP TO m J 0 FRAMING BELOW �` LL kNo. OF HOLDDOWN/STRAPS ,� Of a LCV REQ (IF MULTIPLE)o HEADER UPLIFT CONNECTION CALLOUT J o Q>�Z No. OF HDR TO JACK Z STRAPS REQ � O m U 1 CS18 TYPE OF STRAP REQ 1 DTT2Z HOLDDOWN/STRAP TO m U 0 FRAMING BELOW m < O No. OF HOLDDOWN/STRAPS d 0')REQ CV M ``�,,1t11111R1U �. C•K:•...SOA S — No. 693 • • ATE OF • OR IpP.tos *4160 �IN11 11111N���`\\\, ADAM K. RU ELL, PE FL LICENSE NO. 3 01-25-2019 0 O 2 -00 -On f{ } -00- i B9 SD.3 a SET GABLE TRUSS TO INSIDE FACE s OF WALL & FASTEN TC & BC TO TOP C9 PLT/EACH STUD W/ (3) 12d W I S3.0 t k ; § s T 1.3 Cr? ! ! I _ . !T 1SET GABLE TRUSS TO INSIDE FACE OF WALL & FASTEN TC & BC TO TOP - C9 PLT/EACH STUD W/ (3) 12d _10 SD.3 69 I SD.3 I + T t� C1 TYP ' SDA IFLATEWISE 2x8 GABLE BRACE • FASTEN TO DBL TO PLT @ FRONT WALL W/ 10d @ 6" OC •FASTEN TO T20 BOTTOM CHORD ----------------------- WALL W/ 10d TOE -NAILS@ 6" OC J , •FASTEN TO DBL TOP PLT @SIDE WALL W/ (4)10d, TYP EACH END I OF GABLE,. ._ !� 2-07-003 E 2-06-0C ,1-11-00 `? + �l 0 0 SET GABLE TRUSS TO INSIDE FACE OF WALL & FASTEN TC & BC TO TOP PLT/EACH STUD W/ (3) 12d i TRUSS FRAMING NOTES:', ROOF TRUSSES 1. FASTEN ALL ROOF TRUSSES TO DBL TOP, W/ (3) 10d TOE -NAILS 2. SEE TRUSS PLAN AND TYPICAL WALL SECTION - DETAIL Cl TO C3/SD.1 FOR ALL ADDITIONAL UPLIFT CONNECTIONS REQ 3. TRUSSES SHALL BE INSTALLED AND BRACED IN ACC RDANCE W/ THE SBCA BCSI GUIDE ROOF SHEATHING 4. SHEATH ROOF FRAMING W/ Z16" 24/16 SPAN RATED OSB OR PLYWOOD, SHEATHING SHALL BE INSTALLED W/ LONG DIMENSION PERPENDICULAR TO SUPPORTS 5. FASTEN SHEATHING TO ROOF FRAMING W/ 8d RINGSHANK @ 6" OC AT ALL PANEL EDGES AND 12" OC IN THE FIELD 6. AT LOCATIONS WHERE ROOF IS ADJACENT TO WALUFLOOR FRAMING, PROVIDE 2x NAILER SLOPED TO MATCH ROOF PITCH. FASTEN NAILER TO EACH VERTICAL WALUFLOOR FRAMING MEMBER W/ (3) 10d @ MAX 24" OC, EDGE NAIL ROOF SHEATHING TO NAILER OVERFRAMING NOTES 7. RAFTERS TO BE 2x6 No.2 SYP @ MAX 16" OC 8. RIDGE BOARD AND VALLEY NAILER TO BE 2x8 No.2 SYP 9. ATTACH VALLEY NAILER TO EACH EXISTING ROOF RAFTER W/ (5) 10d NAILS 10. ATTACH EACH RAFTER TO RIDGE AND TO VALLEY N ILER W/(5) 10d TOE -NAILS �U z V (D W vJ 0 X_ 0 LL W cy') U N z 04 W�-- L� w LL z CD �_Z) W QUO Cr =wv 1�WQ z r.. < > Z W I`_ Z < PROJECT NUMBER 19-0110 SHEET NUMBER S2.1 SHEET NAME i 2nd LEVEL ROOF REVISIONS DATE DESCRIPTION DESIGNED AKR REVIEWED JER 0000 cd O Q LO U >04 N� m J w � LL' r~ <wZ)cci 0 �_�° > M Z �Z CO Q O U) 6 U mULO < 4 IT O N 0 M a OA /�,C ROS C •�``� •••SCE ..OA � • No. 7693 • TATO AC ADAM K. RUSSEL FL LICENSE NO. 77693 01-25-2019 Lu NOTE: L.1_ DETAIL C3 MAY BE USED ILO DETAIL C1 IN D 2x8 SPF HEEL BLOCKING REQ BETWEEN EACH ANY LOCATIONS THAT A TRUSS ALIGNS TRUSS WHERE HEEL HEIGHT IS BETWEEN 9" TO 15", ATTACH W/ (3) 1Qd TOENAILS EACH END AND 10d DIRECTLY W/ THE STUD BELOW ONE PLY OF DBL TOP PLT MUST SPAN z . MIN /6" CONT ACROSS OPENING OSB SHEATHING, .. TOENAILS @ 6" OC TO DBL TOP PLT CONTIN TO SILL UOUS FROM DBL TOP PLT PLT ABOVE OPENING Z ROOF DECK ` ROOF DECK • FASTEN CRIPPLES, SHEATHING TO TOP PLT, AND HDR W/ 8d COMMON W PRE-ENGINEERED WOOD TRUSS OR PRE-ENGINEERED WOOD TRUSS OR V CONVENTIONALLY CONVENTIONALLY ✓/'��~ CRIPPLE STUD REQ AT EACH V FRAMED RAFTER FRAMED RAFTER END OF HDR, AS SHOWN O ®� (a ,ROUGH . ,. z SILL & CRIPPLES R E@, TO FRAME OUT PENING �/ >< LL No. OF KING STUD PER PLAN 2x_ No. 2 SYP DBL TOP PLT 2x_ No. 2 SYP DBL TOP PLT MAX 36%" ROUGH OPENING EVERY TRUSS/RAFTER TO TRUSS/RAFTER TO TOP FASCIA EVERY TRUSS/RAFTER TO TOP PLT TOP PLATE W/ SDWC15600 @ MAX 24" OC FASCIA PLTW/ SDWC15600 INSTALLED FROM INSIDE FACE — W/ SDWC15600 @ MAX 24" OC WIND -RATED SOFFIT BY EVERY OTHER STUD TO TOP WIND -RATED SOFFIT BY _ 1wsP1 O 11 CONTRACTOR EXTERIOR WALL STUD PLT W/ SDWC15600 @ MAX CONTRACTOR ALIGNED STUD TO DBL TOP PLT SPACING PER FRAMING NOTES 32" OC W/ SDWC15600 WALL SHEATHING, TO DBL TOP PLT INTERIOR LOAD-BEARING STUD WALL SHEATHING, FASTEN TO DBL TOP PLT EXTERIOR WALL STUD .FASTEN PER FRAMING NOTES SPACING PER FRAMING NOTES PER FRAMING NOTES SPACING PER FRAMING NOTES C) tV Z CV � W >- C1 TYPICAL EXTERIOR ROOF -TO -WALL C2 TYPICAL INTERIOR LOAD-BEARING ROOF-TO-\AfALL C3 ALTERNATE EXTERIOR ROOF TO WALL- TRUSS ALIGNED W/ STUD SWSP HEADER FRAMING ELEVATION W W E— 0 w ^Z W U) Q HDR TO EACH INTERME TATE =WJ JACK W/ SDWC15600 Z SPLICE WALL SHEATHING MIN 12" ABOVE 2ND LEVEL BOTTOM PLT, SPLICE WALL SHEATHING MIN 12" V FASTEN TO BLOCKING PER PLAN ABOVE 2ND LEVEL BOTTOM PLT MIN (5) FIELD NAILS PER STUD �— EVERY OTHER STUD TO BOTTOM PLT W/ SDWC15450 @MAX 32" OC MIN (5) FIELD NAILS PER STUD i HEADER PER P AN � Z Q WITHIN BOTTOM 12" OF WALL BOTTOM PLT TO EVERY FLOOR TRUSS WITHIN BOTTOM 12" OF WALL 2ND LEVEL FLOOR w Z SHEATHING 2ND LEVEL BOTTOM PLT TO W/ SDWC15600 @MAX 24" OC 2ND LEVEL BOTTOM PLT TO 2x4 No. 2 SYP NAILER, — - Z RIBBON BOARD PER FRAMING 2ND LEVEL FLOOR SHEATHING -2ND LEVEL FLOOR SHEATHING RIBBON BOARD PER FRAMING FASTEN TO TRUSS TOP m NOTES NOTES CHC RD W/ 10d @ 6" OC % DR OW PPLANK LANER FRAME OUT ROU PROJECT NUMBER WALL SHEATHING TO 2ND LEVEL WALL SHEATHING TO 2ND LEVEL \ / \ OPENING / ETWEEN BOTTOM PLT PER FRAMING NOTES BOTTOM PLT PER FRAMING NOTES PROVIDE BLOCKING INTERMEDIATE JACK AT HDR, 19-0110 2x_ No. 2 SYP RIBBON BOARD PER 2x4 No. 2 SYP DIAGONAL BRACE @ FASTEN W/ (3) 10d TO / \EACH END -NAILS SH SHEET NUMBER TRUSS ENGINEERING `w 48" OC, FASTEN W/ (3) 10d TOE -NAILS EACH END / PROVIDE MIN (2) INTERMEDIATE SD. 1 JACKS, STUDS TO BE FRAMED SHEET NAME ;f BESIDE OPENINGS DETAILS { j / PROVIDE BLOCKING EETWEEN WALL SHEATHING TO 1ST LEVEL DBL TOP PLT PER FRAMING NOTES C14 � z a EVERY FLOOR TRUSS TO DBL TOP PLT W/ SDWC15600 @MAX 24" OC N WALL SHEATHING TO 1ST LEVEL �'3 r DBL TOP PLT PER FRAMING NATES z INTERMEDIATE JACK J FASTEN Wi (3) 10d TOE EACH END AT SILL, -NAILS REVISIONS - MIN (5) FIELD NAILS PER STUDMIN EVERY OTHER STUD TO DBL TOP PLT W/ SDWC15600 @MAX 32" OC (5) FIELD NAILS PER STUD f, s ' WITHIN TOP 12" WALL {{ WITHIN TOP 12" OF WALL DATE DESCRIPTION SPLICE WALL SHEATHING MIN 12" —INTERIOR LOAD BRG WALL PER - FRAMING NOTES j SPLICE WALL SHEATHING MIN 12" SEE "HEADER FRAMING ELEVATIONS" BELOW 1 ST LEVEL DBL TOP PLT, BELOW 1ST LEVEL DBL TOP PLT FOR TOP PLT TO HEADER &KING STUD .FASTEN TO BLOCKING PER PLAN TO HEADER CONNECTIONS B1 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PERPENDICULAR B2 TYPICAL INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM B3 TYPICAL EXTERIOR FLOOR SYSTEM- TRUSSES PARALLEL B4 INTERMEDIATE JACK STUDS AT HEADER DESIGNED AKR REVIEWED JER HDR TO TOP PLT W/ KING STUDE SDWC15600 OR DSP @ . OPENING TO TOP PLT: < 6FT: (1) SDWC15600 32" OC . OPENING _.._ _. __ 6-8FT: (2) SDWC15600 T_rmmw4 . c) FLOOR SHEATHING TO BLOCKING HEADER PER PLAN Q cd 0 Lo>U PER TRUSS FRAMING NOTES � > N PLANK HDR HDR TO FR CRIPPLES BELOW ME OUT ROUGH m M 2x_ SPF BLOCKING BETWEEN TRUSS TOP CHORDS, FSTEN EACH OPENING ry J LO END W/ (3) 10d LL� W 2ND LEVEL FLOOR SHEATHING 04 J � M 0J ANCHOR BOLT W/ NUT & WASHER �— EVERY OTHER STUD TO BOTTOM M Z AS REQ PER FRAMING NOTES PLATE W/ SDWC15450 @ MAX 32" OC q Z N Q ANCHOR BOLT W/ NUT & WASHER I -0M cJ) M U Y WALL SHEATHING TO BOTTOM REQ @ MAX 48" OC & WITHIN 12" OF TYPICAL HEADER FRAMING Q O M U � PLT PER FRAMING NOTES PLT BREAKS, UNO ON PLAN , Q 4 ti FOUNDATION P R PLAN N 0 FOUNDATION PER PLAN _ HDR TO TOP PLT W/ M a 4 a SDWC15600 OR DSP @ 24"OC 2" MIN EDGE DISTANCE © HEADER HDR TO JACK T _ III I I b I FLOOR TRUSS PER iCS 8 OR MS A24STUDS QUANTITY PLAN PER PLAN f PLANK HDR & CRIPPLES BELOW INTERIOR LOAD BRG WALL PER ; HDR TO FRAME OUT ROUGH FRAMING NOTES OPENING o� ��C •� RUS.S —�ti iii i — •��'; I— ,.,�;��CE _ . No. 93 ' 00400 III II -. �S ATE OF HIGH UPLIFT HEADER FRAMING '�,�; R1��.•�',\\��•�� Al TYPICAL EXTERIOR WALL AT FOUNDATION A2 TYPICAL INTERIOR LOAD-BEARING WALL AT FOUNDATION A3 INTERIOR LOAD-BEARING WALL AT FLOOR SYSTEM- NO UPLIFTA4 HEADER FRAMING ELEVATIONS ADAM K. RUSSELL, PE FL LICENSE NO. 77693 01-25-2019 2x4 No. 2 SYP BLOCKING BETWEEN 2x4 NO. 2 SYP OUTLOOKER @ FASTEN FLOOR SHEATHING TO 2x4 No. 2 SYP OUTLOOKER @ MAX 24" OC OVER DROPPED KNEEWALL DBL TOP PLT BELOW MAX 24" OC OVER DROPPED TRUSS TOP CHORDS FASTEN W/ (3) GABLE TO 2ND TRUSS BACK, 10d TOE -NAILS EACH END GABLE TO 2ND TRUSS BACK, W/ 10d COMMON @ 6" O.C. w FASTEN TO GABLE TC W/ H2.5T 2ND LEVEL FLOOR SHEATHING FASTEN TO GABLE TC W/ H25T DIAGONAL BRACE TO BLOCKING - 2x4 No. 2 SYP BLOCKING W/ (6) 10d 2x4 No. 2 SYP BLOCKING PRE -MANUFACTURED ROOF TRUSS BETWEEN OUTLOOKERS, BETWEEN OUTLOOKERS, BY OTHERS; TRUSS REQ TO HAVE J u._ PRE -MANUFACTURED FLOOR FASTEN W/ (3) 10d TOE -NAILS FASTEN W/ (3) 10d TOE -NA ILS EACH END EACH END. VERTICAL OVER SHEARWALL TRUSSES, SPACING PER PLAN FASCIA ••..Z m FASCIA FIELD FRAME KNEEWALL W/ 2x4 @ 16" OC, • 2x4 No. 2 SYP X -BRACING BETWEEN i SHEATH CONT W/ 7/6" OSB OR PLYWOOD W/ PER ARCH MAX 16" PER ARCH MAX 16" ` r j� OVERHANG OUTLOOKER TO I � � � � OVERHANG I I GEB END VERTICALS TRUSS VERTICALS, REQ FULL _ ___ _._� W...__ __.. � � _..- 8d COMMON @ 3" OC EDGE, 12" O.C. FIELD ` j, TO WALL DBL TOP PLT _._._ LENGTH OF SHEARWALL TC W/ (3) 10d (I I I I Wf (12) 1Od • FASTEN X -BRACING TO EACH TRUSS FASTEN KNEEWALL BOTTOM PLT TO SW(D W TOE -NAILS FACE -NAILS, TYP VERTICAL W/ (3) 1 Od FACE -NAILS DBL TOP PLT W/ 1 O @ 3" OC (� EACH END j I 2x4 No. 2 SYP EDGEWISE BLOCKINGO BETWEEN TRUSS BC, FASTEN TO DBL SHEARWALL FRAMING PER PLAN ` MIN 36" LONG No. 2 SYP 2x4 GEB TO DBL TOP PLT TOP PLT W/ 10d TOE -NAILS @ 3" O.C. '/X��` T SPECIAL SHEARWALL SHEATHING KNEEWALL ABOVE ( J 1 NAILER TO GABLE VERTICAL � I (I ' � I � I W/ 10d FACE -NAILS @ v W/ 10d @ 3" OC I I) I I I I I 6., OC REQUIRED, SEE FRAMING NOTES FOR TRUSSES PERPENDICULAR SPECIFICATIONS FASTEN FLOOR SHEATHING TO 2x6 No.2 SYP DIAGONAL I ! I I I I TRUSS BELOW WI 1 O COMMON BRACE, FOR BRACE LENGTHS ) I @ 6" O.C. >8FT PROVIDE 2x6 T-BRACIE' GEB TO 1 ST TRUSS BC W/ 1Od TOE -NAILS ND LEVEL FLOOR SHEATHING NOTE: WHERE DRAG TRUSS ALIGNS DIRECTLY DIAGONAL BRACE TO 2x4 I I I I I A A @ 6 OC ' I I ON TOP OF SHEARWALL, FASTEN DRAG NAILER W/ HGA10 I I I TRUSS BTM CHORD TO SHEARWALL DBL TOP PRE -MANUFACTURED (FLOOR PLT W/ 1 O TOE -NAILS @ MAX 4" OC SPACING TRUSSES, SPACING P R PLAN SHEATH FLOOR TRUSS W/ " OSB OR GABLE TRUSS TO DBL TO(I GABLE TRUSS TO DOUBLE i I I PRE -MANUFACTURED ROOF TRUSS BY �s TOP PLATE W/ 10d TOE -NAILS N✓ OTHERS � PLYWOOD W/ 8d COMMON @ 3" OC EDGE, PLT W/ 1 Od TOE -NAILS @ 4 _ .__ 12" O.C. FIELD. (NOTE SHEATHING MAY BE OC @ 4.. DC Yg"' v SECTION A -A OMITTED WHERE FLOOR TRUSS IS TRUSS BC TO BLOCKING W! (3) 10d FACE FABRICATED W/ DIAGONAL WEBBING) NAILS FASTEN FLOOR TRUSS BC TO SW 9 NOTES i GEB TO 1ST TRUSS BC W/ § 2x4 No. 2 SYP BLOCKING @ 12" O.C., DBL TOP PLT W/ 10d @ 3" OC 1. DETAIL SIMILAR FOR TRAY CEILING 10d TOE -NAILS @ 6" OC FASTEN EACH BLOCK TO DBL TOP PLT GABLE TRUSS TO DBL TO"�J�-=- GABLE TRUSS TO DOUBLE, APPLICATIONS TOP PLATE W/ SDWC15600 I SHEARWALL FRAMING PER PLAN (� PLT W/ SDWC15600 @MAX @ WI (4) 10d 2. FOR PORCH LOCATIONS, 36" VERTICAL MAX 48" OC GEB TO IBL TOP PLT W/ ; ui 48 OC NAILER AND DIAGONAL BRACE MAY BE 10d FACE -NAILS @ 6" OC co SPECIAL SHEARWALL SHEATHING OMITTED PROVIDED PORCH CEILING IS REQUIRED, SEE FRAMING NOTES FOR FLOOR TRUSS ALIGNED ABOVE N FULLY SHEATHED TRUSSES PARALLEL SPECIFICATIONS z M W W _j >- 05 GABLE ANGLE BRACING C6 GEB PRE-ENGINEERED GABLE END BRACE C7 INTERIOR SHEARWALL TO ROOF TRUSS C8 INTERIOR SHEARWALL UNDER PARALLEL FLOOR TRUSSES 0 W LL. �— BEAM TO PERP. WALL W STUDS/POST DOWN W/ HTS20 A L.1� < U VERTICAL POST DOWN TO PROVIDE OR TO PARALLEL WALL LL = W J FULL BRG TO WALL DBL TOP PLT, STUDS/POST DOWN W/ MSTA24 (WHERE POST DOWN >12" LONG, s 2x_ No. 2 SYP NAILER, / z ADD (1) MSTA24 POST DOWN TO ! I FASTEN TO BEAM W/ WALL STUDS BELOW) t i' . 10d @ 4" OC V C PERPENDICULAR WALL FRAMING Q BEYOND, IF APPLICABLE — I I F, "_., � 7 r 2x- No. 2 SYP BLOCKING, d — --- PRE-MANUF. ROOF FASTEN TO TRUSS BC W/ (3) 3 ROWS 10d 12" 2 W 2ND LEVEL BOTTOM PLT TO - TRUSS BY OTHERS 2 ROWS 10d O CC O ROWS 6" SDW 10d TOE -NAILS EACH END O OC STAGGERED, SCREWS 24" OC B BOARD PER PLT T NG I FULLY SHEATH PORCH @ 12" OC @ z RIBBON 2ND LEVEL FLOOR SHEATHING I CEILING W/'I, fi' 24/16 SPAN STAGGERED INSTALLED FROM STAGGERED 44 T NOTES RATED OSB, FASTEN W/ 8d EACH FACE BEAM BRG ABOVE TOP PLT ELEV UPLIFT CONNECTORS NOT COMMONS @ 3" OC EDGE, SHOWN FOR CLARITY, SEE 12° oc FIELD PROJECT NUMBER WALL SHEATHING TO 2ND LEVEL PERPENDICULAR WALL PERPENDICULAR WALL BOTTOM PLT PER FRAMING NOTES SHEET SD.1 FOR TYPICAL - FRAMING BEYOND, IF FRAMING BEYOND, IF WALL SECTIONS TRUSSES. PERPENDICULAR 2 -PLY 3 -PLY 4 -PLY 19-0110 - xx .APPLICABLE APPLICABLE SHEET NUMBER MIN 2x10 No. 2 SYP RIBBON BOARD BEAM TO PERP. WALL BEAM TO WALL STUDS PRE-MANUF. ROOF PRE-MANUF. ROOF MIN (3) FASTENERS TO ACCEPT STRAPPING FROM STUDS W/ HTS20 OR TO W/ HUC HANGER TO TRUSS BY OTHERS TRUSS BY OTHERS AT BEAM SPLICE END S D, ABOVE, FASTEN TO EACH TRUSS VERTICAL W/ MIN (8) 1 Od PARALLEL WALL STUDS MATCH BEAM JOINT _._� — — — — W/ MSTA24 — — — — DIMENSIONS NAILER, STEN ` MSTA36 OR CS18 @ 48' OC & EACH i 2x_ No. 2 SYP J�--�EET Nl11VIE JACK/KING GROUP UNO ON PLAN NAILER, FASTEN TO _ ____ — — — — NOTCH TOP OF BEAM _ — — — _.__._ ( I ( TO BEAM W/ 10d WALL DBL TOP PLT 3" TO SIT BELOW WALL I 1 @ 4" OC I W/ 10d @ 4" OC DETAILS I( I I I DBL TOP PLT I I I !! NAIL SPACING ABOVE " EACH TRUSS TO TOP � •� PLT W/ SDWC15450 REVISIONS WALL SHEATHING TO 1 ST LEVEL DBL TOP PLT PER FRAMING NOTES I I ( i4i I I I NOTE: OPTIONAL OSB FLITCH MAY BE ADDED BETWEEN BEAM PLIES AT CONTRACTOR'S DATE DESCRIPTION DISCRETION FULLY SHEATH PORCH - FASTENER SUBSTITUTION W/ OSB FLITCH: WALL STUDS BELOW WALL STUDS BELOW CEILING W/%s' 24/16 SPAN ; •• USE 10d COMMON ILO 10d NAILS PORCH BEAM, No. PORCH BEAM, No. RATED OSB, FASTEN W/8d 4 •• SDW SCREWS TO BE INSTALLED FROM STUDS TO MATCH No. STUDS TO MATCH No. COMMONS @ 3" OC EDGE, ° BEAM PLIES BEAM PLIES 12" OC FIELD I EACH FACE FOR 4 -PLY MEMBERS BEAM POCKET AT TOP PLT ELEV BEAM W/ HANGER AT TOP PLT ELEV TRUSSES PARALLEL DESIGNED B5 EXTERIOR FLOOR SYSTEM- CANTILEVERED TRUSSES B6 PORCH BEAM TO WALL DETAILS B7 PORCH SHEATHING @ ALL EXTERIOR PORCHES B8 MULTI -PLY BEAM/HDR CONNECTION (TOP -LOADED ONLY) AKR REVIEWED JER �— 7r--1rrr = -�--l---- -rr T HDR TO JACK STUDS W/ I °; I I I'I I i I;i`--NAILING ONLY I I 11 I1 i I (2) CS18 OR (2) MSTA24I I I'I L I I I APPLICABLE W/ PONY E i l I'I I I I'I WALL FOR >10FT PLT `- PORCH BEAMS ABOVE PROVIDE (1) ANCHOR IN ' PER PLAN ® EACH PLT SEGMENT " • J M I_ SHEATHING TO HDR w z HDR TO JACKS W/ <C w b o � _j � _ W/ 8d COMMON @ 3" -j _ 'S (2) MSTA24 OR CS18 HEADER m 0 GARAGE • (2) 2x_ STUD GROUP AT STAGGER BOTTOM PLT OC IN GRID PATTERN z p 0 PER PLAN z v Q � U 0 6 CORNER �� ® AS SHOWN AS SHOWN w a o- W a s > N HEADER • FASTEN STUDS PER U w as Q F- n -� z N MULTI -PLY STUD ' ___ 4 a -' N z N a • m J If C9 CONNECTION" DETAIL _...__ _ R _ �M 2x BLOCKING, FASTEN - Y (n LO • STUDS TO FDN W/ DT72Z — - VERTICAL PANEL w o o Q TO UNDERSIDE OF HDR 04 ~ SPLICE @ OPENING r Q w a z W/ (2) ROWS 16d SINKER Q lJJ M AS STAGGER BEAM TO PLIES IS PERMITTED .� O W � z @ 3"OC 2 ROWS OF (2}ROWS 1Dd @ 12" a _J O (2) 2x_ STUDS BELOWOf z0 a Q - O O (2) ROWS 10d @ 12" (2) ROWS 6" SDW 0 o EACH BEAM TO POST U z z z Y FASTENERS OC STAGGERED OC STAGGERED, SCREWS @ 24" OC M Z PROVIDE BRG ON STUD = U 3 Q ap GROU' W! CS18 OR MSTA24 w O {)JACK STUDS @ STAGGERED INSTALLED FROM STAGGERED, Z N Q OPENING EACH FACE INSTALLED FROM F- 0 co SECTION A -A SECTION B -B .. .. w JACK/KING STUDS .. _ EACH FACE Y MO U PER PLAN ANCHORAGE FRAMING (2) JACK STUDS/ (1) KING m C) LO STUD @ END OF PORTAL a SEGMENT b O V JACK/KING STUDS & EDGE NAIL _ o_ W O N O SHEATHING W/ 2 .. --- --- XX z M CORNER STUDS TO ROWS 8d COMMON ---T. --- 4 Lu v FDN WI HTT5 @ JACK/KING STUDS & g g 3" OC, TYP AS SHOWN PROVIDE (2) 2x BLOCKING • Q I Y ! { _ CORNER STUDS TO " @ PANEL SPLICE " I ° ® LOCATION, IF APPLICABLE • FDN W/HTT5 PROVIDE (1) ANCHOR IN EACH PLT I _ A A SEGMENT .. I" ' SECTION A -A BOTTOM PLT ANCHORS BUILDER TO PROVIDE t7 w JACK STUDS @OPENING HORIZONTAL OR VERTICAL z U & END OF PORTAL MAX 24"OC &MIN (4) BOTTOM PLT SEPARATION FROM GRADE PER a SEGMENT TO FDN W/ ANCHOR REQ WITHINx_ • (2) 2STUD GROUP AT CORNER ANCHORS MAX 24"OC FBC CHAPTER 23 w HTT5 GARAGE RETURN , • FASTEN STUDS PER "MULTI -PLY = w ��111111111111// REQ WITHIN GARAGE STUD CONNECTION" DETAIL n a 4 F- ¢ �— ® \\�;,1L(� RUSsl•��i� AF A •STUDS TO FDN W/ DTT2Z 11—f a d —i U O GAMINRAGE RETURN 1) ANCHOR THIN WIDE -FACE 2 -PLY 3 -PLY -PLY A�/ \\'C:���CE�S•c, iJ' ��i RETURN I A — .. O i •• . .:.. z FDN PER PLAN NO. 7 3 a , FOUNDATION PER PLAN •' : ; 1 __ n yd I d d i a !} 00 n • i 7s FDN PER PLAN I�'� TE OF 144. SHEATHING FASTENING PORTAL FRAMING /IIIINNNI �\ ADAM K. RUSSEL'; A5 GARAGE RETURN >1'-10" WIDE TYPICAL BOX COLUMN A7 PORTAL FRAME ELEVATION- TYPICAL AT EACH END WALL SEGMENT A8 MULTI -PLY STUD CONNECTION FL LICENSE NO. 77693 A6 01-25-2019 2x4 No. 2 SYP OUTLOOKER @ 24" OC, FASTEN TO DBL TOP PLT W/ H2.5T ROOF DECK OUTLINE OF GABLE TRUSS 3 SET TO INSIDE FACE OF BALLOON FRAME STUDS WALL, IF APPLICABLE PER PLAN CONT TO TOP PLT, SPACING PER PLAN Ali C9 BALLOON FRAMED GABLE TO OUTLOOKERS SHEATH ASSEMBLY FULLY PER SHEATHING NOTES FOR ROOF SHEATHING 2x6 NO.2 SYP RAFTER AND CEILING JOIST AT 24" O.C. FASTEN RAFTER TO JOIST WITH MIN (6) 10d 2x_ BLOCKING CUT TO FIT TIGHT BETWEEN RAFTERS, TOE -NAIL BLOCKING W/ (3) 10d EACH END MAX 5-0" (: ) B9 RAFTER SHED ROOF- MAX 4FT W) BL (2) ST CF 1AIAI I CAlfl CTI Ill Tn nP1 TnP INSTALL ASSEMBLY OVER WALL SHEATHING • 2x8 NO.2 SYP PT CONT NAILER • FASTEN EACH RAFTER TO NAILER W/ MIN (5) 10d TOE -NAILS -FASTEN CONTINUOUS NAILERS TO SOLID FRAMING/HEADER WITH (2)%4' x 6" LAGS OR WOOD SCREWS @ MAX 16" OC • 2x6 NO.2 SYP PT CONT NAILER • FASTEN EACH CEILING JOIST TO NAILER W/ MIN (5) 10d TOE -NAILS A9 CHANGE IN PLATE HEIGHT (2) 2x_ BLOCKING IN LINE W/ DBL TOP PLT OF ' LOWER BRG HEIGHT WALL, FASTEN TO STUDS W1(3) 10d TOE -NAILS EACH END I I A10 FIELD FRAME BLOCKED PANEL —2x4 BLOCKING BETWEEN FLOOR TRUSSES AT ALL PANEL EDGES, BLOCKING REQUIRED FULL EXTENT OF SHEARWALL BELOW —FASTEN FLOOR DECK TO BLOCKING W/10d@3"OC — FASTEN MIN 7/16" OSB OR PLYWOOD TO ALL BLOCKING W/ 8d @ 3" OC SHEARWALL DBL TOP PLT DESIGNED AKR REVIEWED JER M oo 00 cd tO� 0LO U N LO Y LL ~ QLM LI� 00- J Iz _ o Cr)z 0Y z N Q Q�(y) m Q LO r Q 4 N M a r pie RUSS Is /C �C = �NO. 93� 0p - =�• S TE OF ADAM K. RUSSELL, - FL LICENSE NO. 77693 01-25-2019 W OC U Q .. z u) CD W 2 V / O xi Oi LL J§7 W t� UN z 04 W F- >- 0 wiz � _ :) WU) Q 0 = W J Z 1"mQ Q U> Z Q W -� ~ Z PROJECT NUMBER 19-0110 SHEET NUMBER SD.3 SHEET NAME DETAILS REVISIONS DATE DESCRIPTION DESIGNED AKR REVIEWED JER M oo 00 cd tO� 0LO U N LO Y LL ~ QLM LI� 00- J Iz _ o Cr)z 0Y z N Q Q�(y) m Q LO r Q 4 N M a r pie RUSS Is /C �C = �NO. 93� 0p - =�• S TE OF ADAM K. RUSSELL, - FL LICENSE NO. 77693 01-25-2019 FIBERGLASS SHINGLES OVER 30# PRE -ENG. WOOD ROOF OGYDESIGN OVER ROOF SHEATHING TRUSSES ,SEE STRUCTURAL X X Yellow Star Ln N i 1 --- - Jacksonville., Florida 32224 PRE -ENG. WOOD ROOF TRUSSES, PRE -ENG. WOOD ROOF TRUSSES, PRE -ENG. WOOD ROOF TRUSSES, 12 SEE STRUCTURAL 12 SEE STRUCTURAL 12 SEE STRUCTURAL 904-716-6335 SEE ROOF PLAN SEE ROOF PLAN SEE ROOF PLAN FIBERGLASS SHINGLES OVER 30# FELT � � FIBERGLASS SHINGLES OVER 30# FELT I � FIBERGLASS SHINGLES OVER 30# FELT OVER ROOF SHEATHING OVER ROOF SHEATHING OVER ROOF SHEATHING © 2019 Ogy Design, Inc. I _ ALUM. FLASHING W/ DRIP EDGE 1 ALUM. FLASHING W/ DRIP EDGE ( Iry �� ALUM. FLASHING W/ DRIP EDGE i V P.T. 1x3 DRIP EDGE l' P.T. 1x3 DRIP EDGE ry P.T. 1x3 DRIP EDGE ELEV: 20'-11 _ _ _ _ ELEV: 20'-1 1" �� ot ELEV: 20'-1 1" — ELEV: 20'-1 1" \ — — — - TRUSS BEARING = TRUSS BEARING TRUSS BEARING TRUSS BEARING R-38 ROOF I R-38 ROOF I R-38 ROOF a '12' GWB INSULATION P.T. 2x8 RACK OR SYNTHETIC BOARD INSULATION P.T. 2x8 RACK OR SYNTHETIC BOARD INSULATION P.T. 2x8 RACK OR SYNTHETIC BOARD %2' GWB l %2" GWB (PROVIDE WATER %2' GWB R-38 ROOF INSULATION STUCCO SYSTEM OVER WATER RESISTIVE BARRIER (PROVIDE WATER -RESISTIVE BARRIER PER FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1) STUCCO SYSTEM OVERWATER RESISTIVE BARRIER 2x4 WOOD FRAMING, -RESISTIVE BARRIER PER w SEE STRUCTURAL FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1) o <]w Y2" GWB>4U EXTERIOR WALL SHEATHING, /2' GWB EXTERIOR WALL SHEATH NG, SEE STRUCTURAL SEE STRUCTURAL 00 SINGLE HUNG WINDOW, ��co INSTALLATION "' 3ODESSED -eco /2 GWB EACH SIDE �. 0 06 2x6 FRAMING, 2x6 FRAMING, Q SEE STRUCTURAL SEE STRUCTURAL UJ i LU SEE PLAN FOR WALL LOCATIONS R-19 WALL INSULATION i ! R-19 WALL INSULATION / FRICTION -FIT SOUND 1 6" STUCCO SILL BAND ATTENUATION BATT IConsultant NSULLATION, OWNER'S OPTION Address Address STUCCO SYSTEM OVER WATER RESISTIVE BARRIER Address i (PROVIDE WATER -RESISTIVE BARRIER PER PRE -ENG WOOD FLOOR PRE -ENG WOOD FLOOR _ TRUSSES, SEE STRUCTURAL COORDINATE CONNECTORS TRUSSES, SEE STRUCTURAL COORDINATE CONNECTORS FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1) Phone J WITH STRUCTURAL WITH STRUCTURAL FLOOR SHEATHING, SEE FLOOR INSULATION, FLOOR SHEATHING _ FLOOR SHEATHING \ STRUCTURAL OPTIONAL PERMIT CONSTRUCTION ELEV: 1 1'-9 7/8., ELEV: 11'-9 7/8" — — ELEV: 1 1'-9 7/$., -----7--- ----------------- ELEV: 11'-9 7/8„ SECOND FLOOR —--------------- SECOND FLOOR SECOND FLOOR SECOND FLOOR SET T.O. FLOOR SHEATIt T.O. FLOOR SHEATING T.O. FLOOR SHEATING T.O. FLOOR SHEATING � 1 cold' c�lrt �Id' -1 R-19 WALL INSULATION ELEV: 10'-1 1/8" — � --- — ELEV: 10'-1 1/81, — ELEV: 10'-1 1/8" ELEV: 10'-1 1/8" -LEAVE HEIGHT PLATE HEIGHT PLATE HEIGHT PLATE HEIGHT Y2' GWB -� %2' GWB STUCCO SYSTEM OVER WATER RESISTIVE BARRIER (PROVIDE WATER -RESISTIVE BARRIER PER PRE -ENG. WOOD FLOG FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1 ) TRUSSES, SEE STRUCTURAL N No. Description Date 2x4 WOOD FRAMING, !, p a e STUCCO SYSTEM OVER WATER RESISTIVE BARRIER STUCCO SYSTEM OVER WATER RESISTIVE BARRIER 1 SEE PLAN 8 %2' GWB - (PROVIDE WATER -RESISTIVE BARRIER PER %2' GWB J (PROVIDE WATER -RESISTIVE BARRIER PER A501 STRUCTURAL FB 14 4.2.1 FBC-R703.2 & R703.6.3 AND PER FBC 1404.2.1) R 3.6.3 AND PER C 0 R 703.2 & 70 FBC ) SEE PLAN FOR WALL EXTERIOR WALL SHEATHING, EXTERIOR WALL SHEATHING, LOCATIONS SEE STRUCTURAL SEE STRUCTURAL A501 =1co x-100 j —:100 \ o- 2x6 FRAMING, b 2x6 FRAMING, o SEE STRUCTURAL SEE STRUCTURAL SINGLE HUNG WINDOW, + + PROVIDE RECESSED INSTALLATION 41WB EACH SIDE R-19 WALL INSULATION R-19 WALL INSULATION _ i 3 FRICTION -FIT SOUND A501 ATTENUATION BATT ' INSULLATION, i \ ; OWNER'S OPTION ' I 6„ STUCCO SILL BAND A405 o STUCCO SYSTEM CONC. SLAB & — N FOOTING, SEE 2x4 PLATE CONC. SLAB, SEE CONC. SLAB, SEE ( STRUCTURAL STRUCTURAL STRUCTURAL I l ELEV: 0'-011 - -- h ELEV: 0'-0" — — — OL ELEV: 0'-0" — _ — oL ELEV: 0'-G, -- g e 'd di. d i ° d de Aq OIL T FLO R FIRST FLOORFIRST FLOOR FIRSTFLOOR FIRS ------------777 i iii 6 MIL VAPOR BARRIERV��j�j/A�j/A� \� V� CONC. FOUNDATION, 6MIL VAPOR BARRIER \� CONC. FOUNDATION, AI AVA \ �- ON COMPACTED & �y�V�VA�� VA�VA����AA SEE STRUCTURAL ON COMPACTED & ��°.� •' ��// SEE STRUCTURAL d�� TERMITE TREATED SOIL XTERMITE TREATED SOIL �'�'� -� EXTERIOR WALL SECTION EXTERIOR WALL SECTION @ WINDOWS TYP. ����; "���' @ CMU STEM WALL EXTERIOR WALL SECTION, TYP. SIMILAR @ STEM WALL INTERIOR WALL SECTION, TYP. E�� �\ d1. d�� 3�4"=1'-0" 3J4"=1'-0" 3�4„_�. 3/4"_�, 0,. 2 3 COORDINATE W/ STRUCTURAL FOR ALL FOUNDATION TYPES ,AND STRUCTURAL CONNECTION/ CONNECTORS i AMANDA & JEFF N EWMAN 377 SEVENTH STREET, ATLANTIC BEACH WALL SECTIONS Project Number 34618 Dat Q O l /08/19 Drawn By Off/ Checked By O Off/ A401 Scale LLi__J LSI— --1 I It I LJ~`� — I I I I I I PRE -ENG. WOOD ROOF TRUSSES, 12 SEE STRUCTURAL SEE ROOF PLAN FIBERGLASS SHINGLES OVER 30# FELT OVER ROOF SHEATHING ALUM. "H" STYLE GUTTER ` ' / R-38 ROOF INSULATION %2 GWB SEE SECTIONS OF SHEET A401 FOR ADDITIONAL INFORMATION FIBER -CEMENT LAP SIDING W/ b" EXPOSURE OVER WATER RESISTIVE BARRIER PRE -ENG. WOOD ROOF TRUSSES, SEE STRUCTURAL METAL ROOFING PANEL SYSTEM OVER SELF -ADHERED ROOFING MEMBRANE ALUM. FLASHING W/ DRIP EDGE ALUM. "H" STYLE GUTTER P.T. 1 x3 DRIP EDGE & P.T. 2x6 FASCIA 4" FIBER CEMENT TRIM r I i I I I I I I ALUM. DOWNSPOUT 17 BEYOND, CONNECT TO 17 UNDERGROUND STORM DRAINAGE SYSTEM I 177 I I I BRICK VENEER W/ HORIZ. & VERT. WALL TIES @ 16" I SOLDIER COURSE BRICK BAND STEEL ANGEL BRICK VENEER - SUPPORT, SEE STRUCTURAL I � MULTIPLE STUDS SOLID HEADER FOR STEEL ANGLE ATTACHMENT I i R -i9 FLOOR INSULATION $' GWB TYPE "X" TO/ RESIDENCE ABOVE �\ WOOD BEAM, SEE STRUCTURAL 2x6 STUD WALL FRAMING SEE STRUCTURAL MIN. 1" AIR SPACE y GARAGE DOOR o 2' M.R. GWB ON 2x6 WALL FRAMING ABOVE CMU WALL BEYOND CMU BLOCK WALL UP TO _ ELEV: 18'-7" SUITE PL. HGT ELEV: 9'-5 7/8" SUITE FLOOR T.O. FLOOR SHEATHING v OIL ELEV: 8'-1 1/8" PLATE HEIGHT @ GARAGE/ GUEST SUIT —ICO C9 —1000 (V FIBERGLASS SHINGLES (l\!FP '204 FFI T P.T. 1x3 DRIP EDGE P.T. 2x8 RACK OR SYNTHETIC BOARD FIBER -CEMENT LAP SIDING W/ 6" EXPOSURE OVER WATER RESISTIVE BARRIER SEE SECTIONS OF SHEET A401 FOR ADDITIONAL INFORMATION 0 ij c i METAL ROOFING PANEL SYSTEM OVER SELF -ADHERED ROOFING MEMBRANE PRE -ENG. WOOD ROOF TRUSSES, SEE STRUCTURAL 'i R-38 ROOF R-19 FLOOR INSULATION 4" FIBER CEMENT TRIM 6„ 17 7NJ!ffiyLMA 11" 2'-6", SEE PLAN $" GWB TYPE "X" TO RESIDENCE ABOVE 2x6 STUD WALL FRAMING SEE STRUCTURAL MIN. I" AIR SPACE 771 GARAGE DOOR BRICK VENEER W/ HORIZ. & VERT. WALL TIES @ 16" 1" MIN. AIR SPACE WALL SHEATHING 2x6 WALL FRAMING, SEE STRUCTURAL 4'-8" ABOVE GARAGE LEVEL/ OR, 8" ABOVE GRADE BRICK VENEER BEYOND I � ELEV: 0'-0" FIRST FLOOR 11F I--- -- —h ELEV:-(0'-8") a� GRADE ---— j I i j CONC. STAIRS BEYOND 00 THRU-WALL '---� FLASHING _ 9 �" x 3" RECESS AT GARAGE _ - --- -- z a �i WEEP HOLES @ 18 DOOR SILL O.0 DRIVEWAY PAVING - I� - SIDEWALK 3N ELEV:-(4'-8") GARAGE LEVEL `° <a ---------------- USE 4" CMU BLOCK FOR BRICK fid; FILL CAVITY BELOW THRU-WALL VENEER STARTER COURSES "-- _-I '_ _ FLASHING W/ MORTAR WALL SECTION @ GARAGE/ SUITE ABOVE USE 4"CMU BLOCK FOR BRICK L _J� — _J _ WALL SECTION @ GARAGE/ SUITE ABOVE @ SUITE EXT. WALL W/ LAP SIDING VENEER STARTER COURSES 3/4"=V-0" 3/4"=1'-0„ I I - - - - - COORDINATE W/ STRUCTURAL FOR ALL FOUNDATION TYPES AND STRUCTURAL CONNECTION/ CONNECTORS 2' M.R. GWB ON 2x6 WALL FRAMING ABOVE CMU WALL BEYOND CMU BLOCK WALL UP TO 4'-8" ABOVE GARAGE LEVEL/ OR, 8" ABOVE GRADE \ \ \ \ b \\j X PRE-ENGINEERED GABLE FRAMING ELEV: 18'-7" SUITE PL. HGT ELEV: 9'-5 7/8" SUITE FLOOR T.O. FLOOR SHEATHING ELEV: 8'-1 1/8" PLATE HEIGHT @ GARAGE/ GUEST SUITE OIL ELEV: 0'-0" FIRST FLOOR ELEV:-(0'-8") GRADE ELEV:-(4'-8") GARAGE LEVEL Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH WALL SECTIONS Project Number 34618 Dat 01/08/19 Drawn By �� QV Checked By � QV A402 Scale COORDINATE W/ STRUCTURAL FOR ALL FOUND, TYPES AND STRUCTURAL CONNECTION/ CONNE 20'-1 1 " BEARING 1 1'-9 7/8" )ND FLOOR :LOOR SHEATING 10'-1 1/8" HEIGHT 00 PRE -ENG. WOOD ROOF TRUSSES, SEE STRUCTURAL METAL ROOFING PANEL SYSTEM OVER SELF -ADHERED ROOFING MEMBRANE L ELEV: 20'-5" J B.O. CANOPY ROOF TRUSSES ALUM. FLASHING W/ DRIP EDGE P.T. 1x3 DRIP EDGE P.T. 2x8 RACK OR SYNTHETIC BOARD STUCCO SYSTEM OVER WATER RESISTIVE BARRIER 12"x36" FIXED WINDOW, TYP. ALL GABLE WINDOWS, SEE ELEVATIONS FOR LOCATIONS i i T&G SOFFIT ON ROOF ____j TRUSSES, NATURAL HUE STAIN SEE SECTIONS OF SHEET A401 FOR ADDITIONAL INFORMATION CABLE RAILING SYSTEM WOOD RAILING W/ GUARDRAIL @ MIN. 36". MAX. SPHERE PASSAGE TO BE 4" PER FBC _ R312.3, TYP. ALL RAILINGS FIBERGLASS SHINGLED WINDOW PLYWOOD BLOCKING/ SPANDREL, PAINT LIGHT GRAY R-38 ROOF 14SULATION BALCONY WATERPROOFING SYSTEM, PRE -ENG. FLOOR TRUSSES BASIS OF "PLI-DEK" OVER PLYWOOD F CANTILEVERED TO FORM DECKING, OR SIM. APPROVED 3 BALCONY FRAMING, SEE I STRUCTURAL PRE-ENGINEERED GABLE FRAMING a h ELEV: 20'-11" TRUSS BEARING _ oL ELEV: 11'-9 7/8" PER FT SLOPE SECOND FLOOR T.O. FLOOR SHEATING R-19 FLOOR INSULATION MI 00 _\_�'zZ_ \\Z/_ /k, OL ELEV: 10'-1 1/8" PLATE HEIGHT \T&G SOFFIT ON 2x =iN FRAMING, NATURAL SEE STRUCTURAL T&G SOFFIT ON 2x I HUE STAIN FOR FRAMING FRAMING, NATURAL ; HUE STAIN 6-0.. ---- -- -- ---- STUCCO SYSTEM OVER `I I : L F WOOD BEAM, SEE WATER RESISTIVE BARRIER I ! STRUCTURAL I I STUCCO SYSTEM OVER L h. WATER RESISTIVE BARRIER I I I. I, , i ':L. PILASTER BEYOND, STUCCO FINISH rim P.T. POST. SEE o STRUCTURAL k.; J I I POST BASE ANCHOR, I k 1 . 1'. `< ISEESTRUCTURAL PAVING .I k. I 1 IFJ I Y .. d a d a I da. .d CMU STEM WALL & CO NC. FOUNDATION, XA/�A/�A/�A/ +/�A/�A/ /�A� SEE STRUCTURAL �AKA � n � WALL SECTION @ BALCONY 3/4"=1'4' OIL ELEV: 0'-0" FIRST FLOOR OGYDESIG�N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 Oc 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH WALL SECTIONS Project Number 34618 Dat 01/08/19 Drawn By Off/ Checked By OV A403 Scale CMU RETAINING WALL OR LANDSCAPE RETAINING WALL, OWNER'S OPTION ELEV: 0'-0" OIL ELEV: 0'-0" — - --- ��— FIRST FLOOR d- I i — — — a� ., a e. ,.." .. _. e $ FIRST FLOOR a ° 'a.: 4,' a. aVA, //•d aQ e.d . �V�A�i� \�\ OIL ELEV:-(0-87) GRADE ----- a ivi /viviviviv \\ V7—\ ,�%-------------------------------- 4/% 7-0„41 ' 00 a f` VAA/ VAA �A . •\VAVA a f �jAAj; /VAjA � �j/AAj/AAS DRAINAGE PIPE PAVING ------------------i���i---------- ---, A A SEE SHEET A503 FOR DRAINAGE\//\' ��O/'�\ OoOOI"�O�\BOO~i i. i __! I \\\/ tl _,Q•a \\ a � AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH WALL SECTION Project Number 34618 Dat 01 /08119 Drawn By 00, OV Checked By OV Scale WATER RESISTIVE BARRIER WOOD FRAME CONSTRUCTION MIN. 1 Y8" AIR SPACE (WRB) CODE COMPLIANT WINDOW INSTALLATION METHOD (F15G-8-103.8) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. BRICK VENEER I FIBER CEMENT SIDING t' FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. I t'STEPS SECTION A i :'.` &N WATER SHEDDING FASHION, THROUGH WINDOW JAMB 'OF i SELF -ADHERED FLASING THE WAILLL AT TWOWING TOWARDS WATER RESISTIVE BARRIER I a::: OVER "Z' FLASHING:. THE TOP, INSTALL THE WRB (WRB) SHEATHING O THE FACE OF THE Q SEALANT BEAD BEHIND MOUNTING ' WALL TIE, SEE STRUCTURAL �1 STARTING STRIP Q2 APPLY SILL FLASHING (4or6°) FLANGE h' APPLY BEAD OF SEALANT _- i AT BACK OF WINDOW a GAP - DO NOT CAULK 1,^'. FLANGE TO HEAD a BOTH i I EXTEND FLASHING UP .;' JAMBS. APPLY A SEAL THE WINDOW FRAME To OPENING. 1 FLASHINGAPs. �NiELRYI)THE Or =I wiraipau Liar IN BACKSIDE — — — — — I BETWEEN SIDING & DISCONTINUOUS BEAD TO I TTOM FLANGE LEAVING R-1 3 WALL" 1 WITH ANY PRE -PUNCHED HOLES OR SLOTS, EXTEND WRB UNDER STEEL INSULATION i .: METAL "Z" FLASHING W/ 2 2x6 PLATE 7/ , Q SET WINDOW USING PAN HEAD Y2 PLYWOOD STRIP SCREWS TO FACILITATE o FLASHING ANGLE AND OVER THRU-WALL :i MIN. 2 2' VERT. LONG LEGS': x PLATE INSPECTION.YDESIGN FLASHING I QJAMB FLASHING SEALANTBEAD BETWEEN0, AND 1" LEG OVER 2x2 2x4 PLATE �.. OAPPLY JAMB FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. I" 1 O AT HEAD EMBEDPJAMB FLASHINGI ES INTO JAMES) OF WINDOW. SEALANT AND FASTEN I TRIM 6 APPLY BEAD OF SEALANT THE 1 BRICK SOLDIER COURSE BAND z GWB OVER 2x I 1', IN PLACE. (FLASHING GOES OVER SEALANT). WALL FRAMING 2x2 FIBER CEMENT TRIM GWB CORNER _ APPLY HEAD FLASHING ® } ' THRU-WALL FLASHING UP TO MIN. 8" i BEAD -----f:. YeIIOW Star �� N ' I REMOVE PREVIOUSLY APPLIED t ABOVE ANGLE HORIZ: LEG I FLAT OVER D F, ALLOWING FLLASHINGTO Y WRB OVER HEAD APPLY NEW SHEATHING TAPE CLOSED CELL SPRAY Y2 DRIP SCREED REVEAL, FLASHING FOAM SEALANT AT ILPRODUCT DIAGRAM- o��' AT HEAD OVER DIACsONAL GUT -SEE CURE Jacksonville, Florlda 32224 1 1 I 1x8 FIBER CEMENT TRIM WINDOW FRAME AND I NUMBER DCS78-50 I � i ROUGH OPENING 904-716-6335 WEEP HOLES @ 24" W/ CASING BEADS 1 I , lxb WINDOW TRIM ■I JUNCTURE "CAVCLEAR" MESH ■ ( SEE *** ■ I I CLOSED CELL SPRAY FOAM fi��� , i BEYOND JAAMFAL r EXTENDS t� 'C 201 9 Ogy Design, Inc. HEAD FLASHING, SEE - SEALANT AT WINDOW FRAME AND DETAIL 1 OF THIS SHEET ROUGH OPENING JUNCTURE l o Qi rtOHEAD FLASHINGS STEEL ANGLE BRICK SUPPORT, ? SEALANT i , I EMBED BOTTOM of THE HEAD I FLASHING AGAINST THE PREVIOUSLY SEE STRUCTURAL, PAINT WHITE *** 2ND LAYER JAMB LIQUID FLASHING OVER i , '- i aPPLIEa sEaLaxT lFLasWING GOES GWB CORNER CLOSED CELL BAKER WINDOW FLANGE & 2x6 PLATE �3 JAMB BAND BEYOND i I OVER SEALANT). EXTEND HEAD FLASHING BEYOND EAGH JAMB SEE 1 /A501 FOR ROD & SEALANT HEAD FLASHING CLOSED CELL BAKER BEAD, TVP. NOTE: fi FLASHINGS. FASTEN IN PLACE. ROD & SEALANT PERIMETER CAULK SEE WINDOW SILL &JAMB DETAILS A I CLOSED CELL SPRAY FOAM _ i � FOR ADDITIONAL NOTES SHIM AS REQUIRED QJAMB FLASHINGS CLOSED CELL SPRAY FOAM SEALANT AT WINDOW FRAME AND EXTEND JAMB FLASHING To, i SEALANT AT DOOR FRAME AND ROUGH OPENING JUNCTURE OVERLAP FLASHISILL NG UNDER Tuck TOP I ROUGH OPENING JUNCTURE aF use AT THE HEAD. SEE praGRAM. I I i SEALANT OF JAMB FLASHING UNDER THE FLAP I � i i � I / D©oR,SEEscHEDULE WINDOW HEAD DETAIL WINDOW HEAD DETAIL @ STUCCO FINISH ' ' o SILL FLASHING BRICK VENEER BEYOND C� 2 SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, �.J .�PLUMB, AND LEVEL CONDITION. USE X=1'-0" 3 -1 -0 �O�I �N�au MANUFACTURER � �i ND lox DOOR HEAD DETAIL @ BRICK VENEER/ @ STUCCO SIM. wr I WEATHER RESISTANT 8 , 9 BARRIER - URB 3 =1 -o SIM. @ GARAGE DOORS �� AT A 45 DEGREE ANGLE, CAREFULLY CUT THE NOTE: *** 2ND LAYER JAMB LIQUID FLASHING OVER ���!!! TOP ZR O a DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE SEE WINDOW SILL DETAIL WINDOW FLANGE & 2x6 PLATE TOP CORNERS AND CENTER TO THE EXTERIOR FOR ADDITIONAL NOTES `� ! WRB SURFACE ABOVE. �i INTERIOR VIEW i TOP LEFT CORNER OF WINDOW R-13 WALL - -- ---- - SILL BELOW l INSULATION FIBER CEMENT SIDING PERIMETER SELANT I DOOR, SEE SCHEDULE ' I SEE ** I NOTES: GWB OVER 2x 1 WATER RESISTIVE BARRIER SILL BELOW WALL FRAMING 1 I Y2 PLYWOOD STRIP 1. flashing to be flexible self-adhesive type (min. 4" wide) 2x6 PLATE sill pan flashing 2. cover sill to at least depth of window, plus 2" onto face of wrt 6" DOOR THRESHOLD SET OVER DOOR I STUCCO RETURN sloped surface SILL PAN FLASHING OVER i CONT. SEALANT (optional) ' SELF -ADHERED MEMBRANE i €I 2x4 PLATE 3. the pan shall direct water to the exterior over sill flashing CONT. CAULK FLASHING, ANCHOR THRESHOLD I 1 x4 FIBER CEMENT TRIM sill plate 4. install flashing around remaining window unit SELF -ADHERED MEMBRANE ACCORDING TO MANUFACTURER'S FLASHING UNDER SILL PAN i i■ 2x6 PLATE RECOMMENDATION &STANDARD ■ .n;±:�: 5. weather resistive barrier to form water shedding laps FLASHING, TURN MEMBRANE 1x4 WINDOW TRIM I■ STUCCO CORNER FLASHING 8" UP AT JAMBS BEAD see note #2 6 c /� RI C j� c�..J jn' f'� COt1SUItCInt 1■ JAMB FLASHING, SEE SILL P/11 V FLASHING 1 111 V V DOOR SLOPED SILL PAN FLASHING I� DETAIL 1 OF THIS SHEET weather resistive Address o i ■ z barrier NTS (optional) Address WITH WEEPS &END DAMPS I■ wall sheathing JAMB SELF -ADHERED �JOII� i MEMBRANE FLASHING d AddreSS IN 1x4 FIBER CEMENT TRIM, PAINT WHITE Phone 11 OVER W.R. BARRIER, SEE 4 "'"'"'.` .""'"""o ... ........ moo u......4 GWB CORNER CLOSED CELL BAKER DETAIL 1 OF THIS SHEET Prepared by 50AF f=irst Goast Chapter 9-11-2013 a EXPANSION MATERIAL ROD & SEALANT BEA°,TVP. PERMIT & CONSTRUCTION COORD. SLAB CONC. SLAB, SEE STRUCTURAL PERIMETER CAULK- (` RECESS W/ CLOSED CELL SPRAY [ / SELECTED DOOR SHIM AS REQUIRED FOAM SEALANT AT t;= SET /i 1, WINDOW FRAME AND -'-`_: WINDOW INSTALLATION METHODS i ROUGH OPENING (' N.T.S. / .... JUNCTURE a l NOTES: 1. INSTALL WINDOWS PER MANUFACTURER'S RECOMMENDATION. �\ Q PROVIDED WINDOW INSTALLATION APPLICATION SHALL COMPLY WITH FBC-R703.8. WINDOW JAMB DETAIL @ SIDING WINDOW JAMB DETAIL @ STUCCO FINISH THRESHOLD DETAIL @ BRICK VENEER/ @ STUCCO SIM. ** 2ND LAYER JAMB LIQUID FLASHING 9 3"=1'-0" OVER WINDOW FLANGE & 2x6 PLATE [---- —� N0. Description Date CLOSED CELL SPRAY DOOR, SEE SCHEDULE 'p WINDOW FOAM SEALANT AT WINDOW FRAME AND I SEE *** I ROUGH OPENING PERIMETER CAULKPERIMEI I I CAULK SLOPED JUNCTURE SLOPED STUCCO TOP/ INFILL I I DOOR SILL BELOW DOOR, SEE SCHEDULE j SILL I 2x3 SLOPED FIBER CEMENT APPLY WATERPROOFED �� ��� I SET THRESHOLD OVER DOOR SILL SILL SILL TRIM COATING OVER SLOPED TOP I PAN FLASHING OVER SELF -ADHERED CAULK MEMBRANE FLASHING, ANCHOR CLOSED CELL BAKER ROD - -- -- — _ — — STUCCO CORNER BEAD SELF -ADHERED MEMBRANE I THRESHOLD ACCORDING TO 2x4 PLATE I FLASHING UNDER SILL PAN & SEALANT ■ Imo:' MANUF. RECOMMENDATION & FLASHING TURN MEMBRA ■ ` : 15.000 2x6 PLATE � � �;.:. ��� " I `' �'��d� I NE li FLASHING 8" UP AT JAMBS It I STANDARD COORD. DOOR SILL FLASHING,- z I•+ ` I■ �:. ` STUCCO BAND CASING/ TRIM 1: WOOD TRIM BRICK RETURN @DOOR JAMB SEE DETAIL 1 OF ,�` DOOR SLOPED SILL PAN FLASHING ': �- I ��"�� WITH WEEPS &END DAMPS RETURNS WITH THIS SHEET :p FLOORING AS SCHEDULED I .. ___ I �° I■ �x4 T. SEALANT : � � ; �_.,.- I I SELECTED DOOR ' - „ ■ C7 j I I■ z INSTALL CASING BEAD OVER 1 BRICK WALL TIE, SEE 1x4 WINDOW 1■ BER CEMENT TRIM 1, WINDOW SILL PAN z STUCCO BROWN COAT SEE 1 /A501 FOR STRUCTURAL TRIM I■ SELF -ADHERED r ` MEMBRANE FLASHING L...... .. ....ti JAMB FLASHING CAULK I I�11ZTI0 CONT. SEALANT (OVER W.R. BARRIER, TURN 1x4 FIBER CEMENT TRIM ■. UP MIN 6" @ JAMBS ;' sAIRSPACE 2' GWB OVER 2x ) �' EXPANSION MATERIAL MIN. 1 /$' AIR SPACE CONT. SEALANT 4 L� WALL FRAMING FIBER CEMENT SIDING ■. BRICK VENEER 1 GWB ON 2x6 CONC. SLAB, SEE STRUCTURAL R-13 WALL 1 WATER RESISTIVE BARRIER ■:.- ( ) STUCCO SYSTEM OVER WATER\\ 4 INSULATION FRAMING i WRB 5"i RESISTANT BARRIER (PROVIDE i WATER RESISTIVE BARRIER' I MIN. R-13 WALL INSULATION WATER-RESISTANT BARRIER PER (WRB) 1 FBC-R703.2 & R703.6.3 AND PER /\" a a FBC 1404.2. a EXTEND FLASHING BELOW 1) d /\ BAND AS SHOWN WATER RESISTANT BARRIER /\ 4 OVER WALL SHEATHING 1 7\71-771111 i WINDOW SILL DETAIL WINDOW SILL DETAIL @ STUCCO FINISH SWING DOOR THRESHOLD DETAIL, TYP. DOOR JAMB DETAIL @BRICK VENEER 0 3,1=1 1_p" 4 3"=1'-0" 3„=1'-0 1 I " j 3"=1 "-0" 7 i i i I I j AMANDA & JEFF NEWMAN 377 SEVENTH STREET. ATLANTIC BEACH WINDOWS & DOORS DETAILS Project Number 34618 oat ® 01/08/19 Drawn By OV Checked By Ov AD Scale I 5" BRICK VENEER 5" °°q•.`°� 7 SEE DETAIL 1 OF THIS SHEET MIN. 1 YWAIR SPACE 2x6 FRAMING ABOVE ®•,.• BRICK VENEER FOR ADDITIONAL NOTES ,•«' BRICK WALL TIE, SEE 4'-8" ELEVATION °�.•° STRUCTURAL M.R: GWB FIBER CEMENT SIDING OR STUCCO SYSTEM WATER RESISTIVE BARRIER, EXTEND FIBERGLASS SHINGLES 30# ROOFING �•'• BRICK WALL TIE, SEE ' ' OVER ALUM. HEADWALL FLASHING ®°"®® STRUCTURAL + MANUFACTURED UNDERLAYMENT • LAP WATER RESISTIVE WATER RESISTIVE BARRIER t FIBER CEMENT SIDING OR URED + STUCCO SYSTEM OVER WATER _° °•• 2xb FRAMING ABOVE BARRIER MIN 4" OVER STARTER STRIP ®®.• 4'-8" ELEVATION CMU WALL LIQUID f TURN ROOF MEMBRANE UP t RESISTIVE BARRIER „ bl I I i ®•° WEEP HOLES @ 16" O.0 VAPOR BARRIER I I d MIN. 8" AS SHOWN + FASTENER @ 18" O.C. MAX, SEAL ALUM. EAVE DRIP -EDGE FLASHING ° I I + ®®°°•° � M.R. GWB FASTENER @ 18" O.C. MAX, SEAL o I + ALL PENETRATIONS APPLIED DIRECTLY TO ROOF DECK AND •�$ " .•° THRU-WALL FLASHING WALL TIE, SEE I I W z STARTER STRIP PER MANUF. SET IN FULL BED OF ROOFING MASTIC �a°° ALL PENETRATIONS w — STRUCTURAL STANDARDS MAINTAIN MIN. 2" .. ELEV: 4'-8" I STARTER STRIP PER MANUF. STANDARDS o (+ FABRICATED Q +: GAP TO ROOF SURFACE °°°$ w z I1 MAINTAIN MIN. GAP TO ROOF SURFACE L.w +' GUTTER SPACER •••° , i kl T.O. STEM WALL BELOW GRADE "J" O OL w Q � ALUMINUM FLASHING 8� "Z" CLOSURE °° ' � d GN WATERPROOFING, Desi Q J CLOSURE u, � z z I 4 II UJ I I � j m I PER MANUFACTURER'S STANDARD ® � o o ;� ° I I BASIS OF DESIGN:LL . Z FIELD -FORMED NEL LEG r I Ia GAF BarrierGuard@ ; ° LU Q Z w 'O I METAL ROOFING PANEL SYSTEM ------_ - -- ° SIDEWALK l: z ~ 44 ] APPROVED, Waterproofing, OR SIMILAR i e _ Yellow Star Ln N � `° g I METAL R FING PANEL SYSTEM � I ° I � ° � I I FASTENERS PER Z w N II MANUFACTURER'S ° STANDARD d .. ° a WEEP HOLES @ 16" O.0 d . _ t.�l C �S O n V I I I e, Florida 32224 d L 41 ° THRU-WALL FLASH3/4" ING TURN-UP4" CMU BRICK '� ; o 904-716-6335 SELF -ADHERED CONT. � SUPPORT WALL > ° r .,, CONC. STEPS NOT SEALANT MEMBRANE CONT. FABRICATED GUTTER SEALANT BRACKET @ 36" O.C. P.T. 2x8 RACK BOARD SHOWN FRO CLARITY 019 Ogy Design, Inc. ROOF SHEATHING � { ; ° "J" CLOSURE ATTACHED '10 P.T. a \ ATTACHED TO WALL BELOW GRADE 4- r _ ° PROVIDE FL SHING PER ELEV: 0'-0"00 ELEV: 0'-0' FASTENERS PER FBC R 03.2.1 SELF -ADHERED \� ° 2x8 RACK BOARD :, FRAMING, TOP PLATES, WATERPROOFING, t " " SIDEWALL MEMBRANE , AND ROOF TRUSSES, GARAGE LEVEL PAVING a GARAGE LEVEL MANUFACTURER'S � , ;c CLOSED CELL BACKER BASIS OF DESIGN: STANDARD ROOF SHEATHING PAINT RACK WHITE GAF BarrierGuard@ ROD & SEALANT ( Waterproofing, OR SIMILAR° ° . I EXTEND WATER RESISTIVE.,,. r. ° ° °, ° a° STUCCO CASING BARRIER.TO ROOF SHEATHING APPROVED BEAD I \ ; °d ° ° ( °d STUCCO SYSTEM \J 3 4 i °° d d a WASHED DRAIN r /'�— Jam- -- �- I ° -\77-7-77-7- FINISH ;. iT/ �/ ��� //\ / / ; ;J� / \' GRAVEL W/ FILTER FABRIC \\\\\\ / \ \ \ \ \ \ FILL CAVITY BELOW \ �\ \\ \\ \ \\\\\ THRU-WALL FLASHING ; .41 W/ MORTAR \ j - I?<-��xx/ /ROOF FLASHING DETAIL @SIDEWALL HEAD WALL FLASHING DETAIL HEAD WALL FLASHING DETAIL 4"DIA RIGID PERFORATED` a \ \\ \ g a \\\\\\ �j PVC FOOTING DRAIN PIPE ' ° \\ \\\ \ \\\ 6 5 �} ,� WRAPPED W1 FILTER FABRIC, d \ d MIN. 2% SLOPE TO DAYLIGHT r ° I / 4" CMU BLOCK ° \ \ \ _ \ STARTER COURSES /\ ' ° �\\\\\\\ > xd BELOW GRADE >< WATERPROOFING, center BASIS OF DESIGN:Vm- bi n" ° GAF BarrierGuardO i ° d sheathing Waterproofing, OR SIMILA\� \ °, a ! a O d °. o a - ° . APPROVED a a No fastener E end min, ° ° ° ° d \ \\ ° ° ° ° ° d wnh MOT I t in 1 � a / T hi �e0te'. I { dine�r \ Y 4 I VI u , , ., 004 , WATER RESISTIVE BARRIER 2 , . , � ,,_ ., � .�� �.,.} . .x.� � � ., � �Yr,, • ,. , � , , .. DRAINAGE DETAIL @WEST SIDE BRICKBRICK BASE DETAIL T P w , I { r _.. ,. ,. , ., . x .. 112 i0 1/2"=V-0"FINISHSTUCCO SYSTEM CONDITION @STAIRS : Consultant COUNTER FLASHING Address STUCCO SYSTEM r.Address FLASHING 5x5 GALVANIZED FLA \ LAP WATER RESISTIVE > Address 2x6 FRAMING ABOVE N 4„ OVER CMU ,;BARRIER > ; 4'-8” ELEVATION Phone ARCHITECTURAL SHINGLES\7 �l WALL WATERPROOFING i „I :..: M.R. GWB WEEP SCREED TERMINATION PERMIT & CONSTRUCTION , 30# FELT ROOFING \ .� �., �. UNDERLAYMENT ` CLOSED CELL BACKERS I hl SET ROOF SHEATHING b Stoma ,. \ ROOD TIGHT FIT AND ; I I d ASHEN CONCRETE EXPANSION K° EXTEND CMU "-- JOINT WATERPROOFING WATERPROOFING 8" � ° ALL Al PER O .2 OFT SEALANT "SIKA" OR EQUAL ABOVE GRADE I\�° A �Q N 2 SCS _� ELEV: 4'-0" q the sh Saar ru,�ria tcs% P pfi . _OIL SUITE LEVEL ° d ° S E saw buirctrc l€.artfrcipaied, tulcl a Wite bqrl- : _ �- �r fare i,... ut�r Chr atr . ,rn b rr �" ° ° ° _ � a { ° W STEP FLASHING DETAIL ROOF VALLEY FLASHING DETAIL DETAIL 'ISOMETRIC VIE BELOW GRADE � � p i�{,��� HEADWALL FLASHING 8 7 WATERPROOFING, 9 3/4"=1'-01, N.T.S. N.T.S. BASIS OF DESIGN: GAF BarrierGuard@ Waterproofing, OR SIMILAR ° APPROVED, TYP. ,d { No. Description Date J DRAIN 400 SERIES - WALL °Q. DRAINAGE (@ HOME DEPOT) o a i ELEV: 0'-0" { d GARAGE LEVEL OL ELEV: 0'-0" a GARAGE , a 4" WASHED DRAIN \\\\ \\\ \\ GRAVEL W/ FILTER FABRIC I \ \\ \\ 4" DIA RIGID PERFORATED PVC FOOTING DRAIN PIPE WRAPPED W/ FILTER FABRIC ,o MIN. 2% SLOPE TO DAYLIGHT 1 , - _ f ° \\\\\\ n .d { ° ° p ° d 1 °4 d d i DRAINAGE DETAIL ALONG SUITE SIDE 2 i , a i i AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH ROOF FLASHING & DRAINAGE DETAILS Project Number 34618 Dat 01/08/19 Drawn By OV Checked By V " Ov 502 Scale 1 STUCCO FINISH 1 EXTEND WBR OVER FLASHING 6"x6" GALVANIZED 1 FLASHING, 4" MIN. ABOVE BALCONY FINISH 1 WEEP SCREED TERMINATION 1 z BALCONY FINISH, 1 OWNER'S OPTION 1 3/4 OZ. FIBERGLASS & PD RESIN WITH GU80 TOP COAT —' — GU80 BASE COAT EXPANSION MATERIAL % BETWEEN FLASHING 1;.� . a�.*.- �■ l �. 1.■ AND BALCONY FINISHx� xxxx:, _:xs xxxx xx� xXxxxxxxxxxxxxxxxxxxxxxa COMPATIBLE i SEALANT 2.5 GALVANIZED METAL LATH 1 2 LAYERS OF!" EXT. GRADE t PLYWOOD OVER SLOPED BALCONY JOISTS, SLOPE 1/4" PER 12" DECK TO WALL FLASHING DETAIL tSf-\LI,,UIN T Yv/-\I Cr\I-ICUUr'11NV D/ -V31,3 %,JF UCJIVIN. PLI-DEK SYSTEM OVER PLYWOOD, TYP. ALL BALCONY DETAILS BALCONY WATERPROOFING NOTES: - BALCONY WATERPROOFING SYSTEM BASIS OF DESIGN: "PLI-DEK" SYSTEM OVER PLYWOOD DECKING, OR EQUAL/ "GAF-HYDROSTOP "/ LIQUID APPLIED - SUBMIT WATERPROOFING SYSTEM SHOP DRAWINGS OF ALL CONDITIONS AND MATERIALS USED FOR DESIGNER'S REVIEW 1. WOOD FLOOR FRAMING 2. SLOPED PLYWOOD DECK 3.EXTERIOR WALL FRAMING 4. 2.5 GALVANIZED METAL LATH 5. GU80 BASE COAT 6. BALCONY FINISH 7. MIN. 4" x 6", 26 GAUGE GALVANIZED "L" METAL (BONDERIZED) 8. THRESHOLD PAN FLASHING W/ VERT. END DAMS C 9. COMPATIBLE SEALANT 10, 3/4 OZ. FIBERGLASS & PD RESIN WITH 13 GU80 TOP COAT 11. EXPANSION MATERIAL 12. GS88 PIGMENTED SEALER 13. DRAIN BOARD 11 C9 DECK TO WALL FLASHING/ SILL PAN DETAIL ISOMETRIC VIEW N.T.S. STUCCO FINISH NOT SHOWN FOR CLARITY 10 W=1'-0" NOTES: 1. ALL FLASHING REQUIRE SOLVENT WIPE. 2. ALL FLASHING SEAMS SHALL BE INSTALLED AS TO NOT "BUCK" WATER 3. EMBED SEALANT BETWEEN OVERLAP SEAM AND JOINTS 4. ATTACHMENT PER SMACNA STANDARD 5. ALL EXPOSED METAL TO BE COATED PLI-DEK FINISH COAT. SEALANT INSIDE CORNER MIN. 6" X 6", 26 GAUGE GALVANIZED DECK TO WALL FLASHING (BONDERIZED) MIN. 6" X 6", 26 GAUGE GALVANIZED DECK TO WALL FLASHING ,(BONDERIZED) POLYURETHANE OUTSIDE CORNER SEALANT CORNER FLASHING DETAILS 4 N.T.S. ALL FASTENERS PENETRATIONS TO BE ALL EXPOSED LUMBER TO BE SEALED PER BALCONY DECKING PRESSURE TREATED MANUFACTURER'S STANDARD RAILING SYSTEM SUPPORT & FASTENING BALCONY TILE FINISH SHOWN, TO BE BY FLORIDA DELEGATED COORD. W/ OWNER ENGINEER 3/4 OZ. FIBERGLASS & PD RESIN (CONTACT PLI-DEK OR REQUIREMENTS) MN F 2' GU80 BASE COAT MIN. 26 GAUGE O VEN/ GALVANIZED SHEET METAL FLASHING (3/16" RISE). (BONDERIZED) .�+I I1111111 LI -!- I. � -I L I I 1 � kl 1 � 11 I� kV 1 II � 1 , am I 1 1 101111111 xXxxxxxXxxxxxx xxxxxxx xxxxxXxXxXXxx xxxxx S P D FACE MOUNTED RAILING SYSTEM, SUPPORT AND ANCHORING PER 2.5 GALVA IZED FLORIDA DELEGATED METAL LAT ENGINEER - - ---- --- --- -- - --, 1 q- ---_ --- --� -- - - 2 LAYERS F 4" EXT. CONT. SEALANT-----"---,; EALANT RADE PLY OOD RAILING SUPPORT OVER SLO ED SPACER PER RAILING BALCONY OISTS, SYSTEM STANDARD SLOPE 1/4" PER 12" HARDI PANEL FACE - - ---- -- --- --- --- - -- WOOD BE M, SEE STRUCTURAL ALL EXPOSED LUMBER TO BE PRESSURE TREATED I K 0�/ BALCONY EDGE DETAIL W/ FACE MOUNTED RAILING SUPPORT 1 6"=1'-0" I I TO I I DECKING MANUFACTURER'S STANDARD I I RAILING SYSTEM SUPPOR & x PLAN VIEW FASTENING TO BE DESIGNED BY ' FLORIDA DELEGATED ENGINEER SET THRESHOLD OVER DOOR F x PAN FLASHING OVER SELF -AD POST (BY OTHERS) APPLY COMPATIBLE SEALANT TO THE I I 3/4 OZ. FIBERGLAS MEMBRANE FLASHING, ANCH I lF! FASTENER/PENETRATIONS AS WELL AS (CONTACT PLI-DEK FOR ACCORDING TO MANUF. SELF -ADHERED MEMBRANE ,%f% I RECOMMENDATION & STAND FLASHING UNDER SILL PAN YEARLY. NOTE: LAG BOLT INSTALLATION, 2.5 GALVANIZED DRILL PILOT HOLES FOR LAG BOLTS & METAL LATH FLASHING, TURN MEMBRANE INJECT HOLE WITH COMPATIBLE GU80 TOP COAT SEALANT PRIOR TO INSTALLATION OF GS88 PIGMENTED FLASHING 8" UP AT JAMBS .moi`` SEALANT ARE THE RESPONSIBILITY OF DOOR SILL PAN FLASHING { f=rJ xxxx1x x$xxxxxxx xxxxxxxx xxx. xxxxxxxxxxxxxxxxxxxx WITH SLOPED WEEPS NEOPRENE WASHER I /S'LqPEqEpk MIN. 26 GAUGE GALVANIZED SHEET METAL FLASHING (3/16"RISE). (BONDERIZED) r I I ADE PLYWOOD OVER LOPED BALCONY JOISTS, --------- ■ CONT. SEALANT 3LOPE 1/4" PER 12' r HARDI PANEL FACE NOOD BEAM, EE STRUCTURAL it J AILING BASE ASTENERS DETAIL 3 OF THIS SHEET xxSEE ■ FOR DETAIL CONT. ■1 ■1 i1-------------- ■ -------------------- A LEDGER PLATE ■ ■ ' C i BALCONY JOISTS ■ ■ ■ ■ o JOIST HANGER, SEE ■ STRUCTURAL ■ EXTEND SELF -ADHERED MEMBRANE FLASHING UNDER ■ LEDGER PLATE AS SHOWN ■ 1, THRESHOLD DETAIL @ BALCONY W=1'-0" NOTES: 1. ALL FLASHING REQUIRE SOLVENT WIPE. 2. ALL FLASHING SEAMS SHALL BE INSTALLED AS TO NOT "BUCK" WATER 3. EMBED SEALANT BETWEEN OVERLAP SEAM AND JOINTS 4. ATTACHMENT PER SMACNA STANDARD 5. ALL EXPOSED METAL TO BE COATED PLI-DEK FINISH COAT. SEALANT INSIDE CORNER MIN. 6" X 6", 26 GAUGE GALVANIZED DECK TO WALL FLASHING (BONDERIZED) MIN. 6" X 6", 26 GAUGE GALVANIZED DECK TO WALL FLASHING ,(BONDERIZED) POLYURETHANE OUTSIDE CORNER SEALANT CORNER FLASHING DETAILS 4 N.T.S. ALL FASTENERS PENETRATIONS TO BE ALL EXPOSED LUMBER TO BE SEALED PER BALCONY DECKING PRESSURE TREATED MANUFACTURER'S STANDARD RAILING SYSTEM SUPPORT & FASTENING BALCONY TILE FINISH SHOWN, TO BE BY FLORIDA DELEGATED COORD. W/ OWNER ENGINEER 3/4 OZ. FIBERGLASS & PD RESIN (CONTACT PLI-DEK OR REQUIREMENTS) MN F 2' GU80 BASE COAT MIN. 26 GAUGE O VEN/ GALVANIZED SHEET METAL FLASHING (3/16" RISE). (BONDERIZED) .�+I I1111111 LI -!- I. � -I L I I 1 � kl 1 � 11 I� kV 1 II � 1 , am I 1 1 101111111 xXxxxxxXxxxxxx xxxxxxx xxxxxXxXxXXxx xxxxx S P D FACE MOUNTED RAILING SYSTEM, SUPPORT AND ANCHORING PER 2.5 GALVA IZED FLORIDA DELEGATED METAL LAT ENGINEER - - ---- --- --- -- - --, 1 q- ---_ --- --� -- - - 2 LAYERS F 4" EXT. CONT. SEALANT-----"---,; EALANT RADE PLY OOD RAILING SUPPORT OVER SLO ED SPACER PER RAILING BALCONY OISTS, SYSTEM STANDARD SLOPE 1/4" PER 12" HARDI PANEL FACE - - ---- -- --- --- --- - -- WOOD BE M, SEE STRUCTURAL ALL EXPOSED LUMBER TO BE PRESSURE TREATED I K 0�/ BALCONY EDGE DETAIL W/ FACE MOUNTED RAILING SUPPORT 1 6"=1'-0" W/ SURFACE MOUNTED RAILING SUPPORT 6"=1'-0" BALCONY EDGE DETAIL 2 0 ,,,,G,Y, DCSIG 'N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 (0� 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH BALCONY DETAILS Project Number 34618 Dat O,c 01/08/19 Drawn By Ov Checked By op 0 V A503 Scale ALL EXPOSED LUMBER TO BE ALL FASTENERS PENETRATIONS TO PRESSURE TREATED BE SEALED PER BALCONY DECKING MANUFACTURER'S STANDARD RAILING SYSTEM SUPPOR & x PLAN VIEW FASTENING TO BE DESIGNED BY FLORIDA DELEGATED ENGINEER x BASE PLATE & STEEL POST (BY OTHERS) APPLY COMPATIBLE SEALANT TO THE I I 3/4 OZ. FIBERGLAS & INSIDE AND OUTSIDE OF THE _ PD RESIN FASTENER/PENETRATIONS AS WELL AS (CONTACT PLI-DEK FOR �n UNDER THE BASE PLATE AND AROUND REQUIREMENTS) THE PERIMETER OF THE BASE PLATE. GU80 BASE COAT SEALANT WILL NEED TO BE MAINTAINED YEARLY. NOTE: LAG BOLT INSTALLATION, 2.5 GALVANIZED DRILL PILOT HOLES FOR LAG BOLTS & METAL LATH INJECT HOLE WITH COMPATIBLE GU80 TOP COAT SEALANT PRIOR TO INSTALLATION OF GS88 PIGMENTED LAG BOLT. (BOLT INSTALLATION AND SEALER SEALANT ARE THE RESPONSIBILITY OF RAIL INSTALLER) xxxx1x x$xxxxxxx xxxxxxxx xxx. xxxxxxxxxxxxxxxxxxxx NEOPRENE WASHER /S'LqPEqEpk MIN. 26 GAUGE GALVANIZED SHEET METAL FLASHING (3/16"RISE). (BONDERIZED) r LAYERS OF a" EXT. ADE PLYWOOD OVER LOPED BALCONY JOISTS, CONT. SEALANT 3LOPE 1/4" PER 12' r HARDI PANEL FACE NOOD BEAM, EE STRUCTURAL J AILING BASE ASTENERS W/ SURFACE MOUNTED RAILING SUPPORT 6"=1'-0" BALCONY EDGE DETAIL 2 0 ,,,,G,Y, DCSIG 'N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 (0� 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH BALCONY DETAILS Project Number 34618 Dat O,c 01/08/19 Drawn By Ov Checked By op 0 V A503 Scale GFI WP GFI WP GFI WP GFI WP FIRST FLOOR ELECTRICAL SCHEMATIC PLAN 1/4"=V-0" ELECTRICAL LEGEND DUPLEX RECEPTACLE WALL MOUNTED FI DUPLEX RECEPTACLE ON GROUND -FAULT CIRCUIT INTERRUPTER AFCI DUPLEX RECEPTACLE ON ARC -FAULT CIRCUIT INTERRUPTER JB JUNCTION BOX O ® FAN/ LIGHT COMBO O o ® SPECIAL OUTLET TV TELEVISION CABLE TELEPHONE PENDANT FIXTURE �l RECEESED FIXTURE -i �- CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED O SHOWER/ TUB LIGHT/ FAN COMBO /CV EXHAUST FAN DISCONNECT SWITCH PUSH BUTTON OINSTALL SMOKE/ CARBON MONOXIDE ALARMS PER FBC RESIDENTIAL SECTION R314, R315 & R315.1.2 NOTES: - COORDINATE OUTLET LOCATIONS WITH OWNER - ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER - PROVIDE 100% HIGH -EFFICIENCY LIGHTING PERFBC-ENERGY CONSERVATION 2014 ELECTRICAL NOTES 1. WIRE ALL APPLIANCES, HVAC, UNITS AND OTHER EQUIPMENT PER MANUF. SPECIFICATIONS 2. INSTALLATION SHALL BE PER NATIONAL ELECTRIC CODE 2014 OR LATEST EDITION. 3. CONSULT THE OWNER FOR THE NUMBER OR SEPARATE TELEPHONE LINES TO BE INSTALLED. 4. ALL SMOKE DETECTORS SHALL BE 120V W/ BATTERY BACKUP OF THE PHOTOELECTRIC TYPE, AND SHALL BE INTERLOCKED TOGETHER. INSTALLED IN ACCORDANCE W/ APPLICABLE SECTIONS OF NEC -LATEST EDITION 2014. 5. TELEPHONE, TELEVISION, AND OTEHR LOW VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER THE OWNER'S DIRECTIONS AND IN ACCORDANCE W/ APPICABLE SECTIONS OF NEC -EDITION 2014. 6. ALL MATERIALS SHALL HAVE A UL LABEL OR LISTING. 7. RECEPTACLES LOCATED WITHIN WET AREAS SHALL BE GFCI PROTECTED. 8. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL HAVE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBC 6th EDITION RESIDENTIAL E3902.16. 9. VERIFY WITH OWNER SPECIFIC LOAD DEMAND OF EQUIPMENT AND SPECIFIC CONNECTION REQUIREMENTS 10. VERIFY EXACT MOUNTING HEIGHT AND CONFIGURATION OF SUSPENDED FIXTURES WITH OWNER. 11. SWITCH CONTROLLED LIGHT CIRCUIT FOR FLOOD LAMPS LOCATED iN SOFFIT (R=REAR F = FRONT) 12. RECESSED IN -SLAB FLOOR OUTLETS WITH SOLID METAL TRIM COVERS - VERIFY WITH OWNE SWITCHING REQUIREMENTS AND LOCATION OF SUCH SWITCHING. 13. PROVIDE DUPLEX RECEPTACLE(S) IN UPPER CABINET(S) FOR FUTURE UNDER -CABINET LIGHT UNITS - VERIFY W/ OWNER DETAIL NOTE: ALL WORK IN ACCORDANCE WITH NEC 2 14 0 YDESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 Oc 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH 1st FLOOR ELECT. SCHEM. PLAN Project Number 34618 Dat 01 08/19 Drawn By yA Qv. Checked By Cf QV El 01 ` Scale � „��SUITE ELECTRICAL SCHEMATIC PLAN CISECOND FLOOR ELECTRICAL SCHEMATIC PLAN 1/4"=1'-0" ELECTRICAL LEGEND DUPLEX RECEPTACLE WALL MOUNTED GFl DUPLEX RECEPTACLE ON GROUND -FAULT CIRCUIT INTERRUPTER AFCI DUPLEX RECEPTACLE ON ARC -FAULT CIRCUIT INTERRUPTER JB JUNCTION BOX DO FAN/ LIGHT COMBO O O ® SPECIAL OUTLET TV TELEVISION CABLE TELEPHONE PENDANT FIXTURE Q RECEESED FIXTURE CEILING MOUNTED FIXTURE TTT WALL MOUNTED FIXTURE 777 12"x48" FLUORESCENTE LIGHT BOX FLUSH MOUNTED ® SHOWER/ TUB LIGHT/ FAN COMBO 1 EXHAUST FAN LD DISCONNECT SWITCH © PUSH BUTTON INSTALL SMOKE/ CARBON MONOXIDE ALARMS PER FBC RESIDENTIAL SECTION R314, R315 & R315.1.2 NOTES: - COORDINATE OUTLET LOCATIONS WITH OWNER - ALL LIGHTING FIXTURES TO BE SELECTED BY OWNER - PROVIDE 100% HIGH -EFFICIENCY LIGHTING PER FBC-ENERGY CONSERVATION 2014 ELECTRICAL NOTES I 1. WIRE ALL APPLIANCES, HVAC, UNITS AND OTHER EQUIPMENT PER MANUF. SPECIFICATIONS. 2. INSTALLATION SHALL BE PER NATIONAL ELECTRIC CODE 2014 OR LATEST EDITION. 3. CONSULT THE OWNER FOR THE NUMBER OR SEPARATE TELEPHONE LINES TO BE INSTALLED. 4. ALL SMOKE DETECTORS SHALL BE 120V W/ BATTERY BACKUP OF THE PHOTOELECTRIC TYPE, AND SHALL BE INTERLOCKED TOGETHER. INSTALLED IN ACCORDANCE W/ APPLICABLE SECTIONS OF NEC -LATEST EDITION 2014. 5. TELEPHONE, TELEVISION, AND OTHHR LOW VOLTAGE DEVICES OR OUTLETS SHALL BE AS PER THE OWNER'S DIRECTIONS AND IN ACCORDANCE W/ APPICABLE SECTIONS OF NEC -EDITION 2014. 6. ALL MATERIALS SHALL HAVE A UL LABEL OR LISTING. 7. RECEPTACLES LOCATED WITHIN WET AREAS SHALL BE GFC1 PROTECTED. 8. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15- AND 20 -AMPERE OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING -ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL HAVE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBC 6th EDITION RESIDENTIAL E3902.16. 9. VERIFY WITH OWNER SPECIFIC LOAD DEMANDS OF EQUIPMENT AND SPECIFIC CONNECTION REQUIREMENTS 10. VERIFY EXACT MOUNTING HEIGHT AND CONFIGURATION OF SUSPENDED FIXTURES WITH OWNER. 11. SWITCH CONTROLLED LIGHT CIRCUIT FOR FLOOD LAMPS LOCATED IN SOFFIT (R=REAR F = FRONT) 12. RECESSED IN -SLAB FLOOR OUTLETS WITH SOLID METAL TRIM COVERS - VERIFY WITH OWNER', SWITCHING REQUIREMENTS AND LOCATION OF SUCH SWITCHING. 13. PROVIDE DUPLEX RECEPTACLE(S) IN UPPER CABINET(S) FOR FUTURE UNDER -CABINET LIGHT UNITS - VERIFY W/ OWNER DETAIL NOTE: ALL WORK IN ACCORDANCE WITH NEC 2014 0 C7`�'DCStGI�I Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH 2nd FLOOR ELECT. SCHEM, PLAN Project Number 34618 Dat F Ol /08/19 Drawn By F Qv Checked By A QV E1 02 Scale NVM AN RESIDENCE 377 7th STREET, ATLANTIC BEACH, FLORIDA 32233 VICINITY MAP SEE SURVEY FOR SITE INFORMATION PROJECT INFORMATION APPLICABLE CODES: FLORIDA BUILDING CODE 6th EDITION 2017 BUILDING FLORIDA BUILDING CODE 6th EDITION 2017 RESIDENTIAL CURRENT ATLANTIC BEACH LAND DEVELOPMENT CODE CONSTRUCTION TYPE: V OCCUPANCY CLASS: R-3 SEE SURVEY FOR ADDITIONAL INFORMATION SITE PLAN, VICINITY MAP, PROJECT INFORMATION HEIGHT: 35'-0" 31'-2 5/8" ACTUAL ABOVE GRADE SEE SURVEY FOR AVERAGE CALCULATED GRADE. THE ROOF HEIGHT DOES NOT EXCEED 35'-0" ABOVE AVG UNDER S�RATN4-.COVER SURVEY UNDER SEPARATE COVER o� � 5 � 4—A COCO; PLIANCE R�EWEp FOR DE LA1)V BEACM CI'iY OFAADDITIONAL SEE PERMITS FOR ONp1't10NS NDC REOIIIREMENTS A REVIEWED BY: DA PERMIT & CONSTRUCTIOl� SET �G-YD,"E"1G.'N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH Project Number 34618 Dat O 1 /08/19 IF Drawn By ov Checked By OV G1 00 Scale DRAWING INDEX ARCHITECTURAL G100 SITE PLAN, VICINITY MAP, PROJECT INFORMATION & INDEX OF DRAWINGS A101 FIRST FLOOR PLAN &SCHEDULES A102 SECOND FLOOR &SUITE PLANS A200 i ROOF PLAN A301 SOUTH &EAST ELEVATIONS A302 NORTH &WEST ELEVATIONS A303 PERSPECTIVE VIEWS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTION A501 WINDOWS &DOORS DETAILS A502 ROOF FLASHING &DRAINAGE DETAILS A503 BALCONY DETAILS E101 FIRST FLOOR ELECTRICAL SCHEMATIC PLAN E102 SECOND FLOOR ELECTRICAL SCHEMATIC PLAN STRUCTURAL UNDER S�RATN4-.COVER SURVEY UNDER SEPARATE COVER o� � 5 � 4—A COCO; PLIANCE R�EWEp FOR DE LA1)V BEACM CI'iY OFAADDITIONAL SEE PERMITS FOR ONp1't10NS NDC REOIIIREMENTS A REVIEWED BY: DA PERMIT & CONSTRUCTIOl� SET �G-YD,"E"1G.'N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 OO 2019 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH Project Number 34618 Dat O 1 /08/19 IF Drawn By ov Checked By OV G1 00 Scale 1 16'-0" 8'-01, 1 ii 23'-0" 3-6 6'-8" 1 -0 3 3,- 1 7/16rr 6- 10 1 829 SF 6 101-011 8' - 0" 1 FOLDING DOOR 7 12'-0" 8' -Orr 2 483 SF 8 8'-05/81, 1 6'-10" 1 OPENING HEIGHT @ 9'-0" 9 6' - 0 5/8" 7' - 11 1/2" 1 _ 10 2'-0" 8'-0" 1 11 3'-0" 6'-8" 3 12 2' - 8" 81.01, 2 13 2'-6" 8'-0" 4 8' 0" 14 2'-4" 6'-8" 5 BRICK VENEER 15 2' - 4"; 8' - 0" 3 16 2'-4" 8'-0" 6 18 2'-4" 8'-01, 1 19 2'-6" 8' -Orr 1 20 5'-0" 6'-8" 1 23 3'-0" 8`-0" 1 24 3'-0" _ 8'-0" 1 32' - 0 4'-8" 8'-8„ 4'-8" 3'-0" ALUM. ROUND DOWNSPOUT, TYP. C 0 (DS) 0 Thi N 10. - I- BP.T. 6x6 POST/ 16"x16" PILASTER--° :c Q .d N NFAMILY � � -= � CO�f EKED SfDE o -- - — —CLG @ 10'-0"— -- — — -- — N dao d 10 00 PORCH° 1° -SOFFIT @ 10'-0" - -1 - ,. `.d 21' - 011 g' SLOPE .° O °d I 1 11111 IIIII 1 Alfl 1 IS I I\ I-. 1 11 1 1 1 1 1 I!_ -I1 I I — — — — — N _ — M ', , / 1, V �- P�� � rx� n� .p.."; „-, .�_' M ® I I co 0' 4„ 1st FLOOR ii 2nd FLOOR 3-6 12-0 C.O. -0 2,957 SF 3- _ 301 SF IN-LAW SUITE 829 SF , _. ° _m 'oo TOTAL SUITE COND. 1,130 SF TOTAL CONDITIONED: 4,087 SF COVERED ENTRY/WALK 359 SF GARAGE 483 SF FRONT PORCH 126 SF COV. SIDE PORCH 1 156 SF OPENING HEIGHT @ 9'-0" 198 SF MASTER BALCONY 108 SF _ TOTAL NON-COND 1,430 SF TOTAL AREA UNDER ROOF 5,283 SF O 8' 0" i BRICK VENEER FINISH FLOOR 11 Ni° -P.T. 6x6 POST/ : ° e 9' - 0" d e d d a ". ° 9' - 5". -o 5 WALK 8" CMU BLOCK WALL UP . 1" PILASTER'. LA4 .E 6,"x. E° R—�- DOUBLE SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG o „ _ d t, TO ABOVE WINDOW WINDOW WINDOW WINDOW 1' - 4" ° a'. a°. a _ 46 GARAGE LEVEL RA C C2 D E 9 °= 18'-5.. N SLOPE . —a° b a ° _ ;� d° ° SLOPE d d° fRONT PORCH -o. � < °o - a COV-ERED:SID co N d �.. e 9a-a. POH 1,R O 5/8"_WR TYPE„X„@ 1- LG @0'0' @ 10'4', °-_ d;SOFIT 13' 4"° ,OUTDOOR KITCHEN, ° � —p16—ST rI SLOPE' ° 2-0" 4 9,_4 TV 3' - 6„ 12' - 0" C.O. 9 ° dad` 10'0 6'-°0" OPENING HEIGHT @ V-0" dC bo V4' d LO C -------- BATH o ° a CD ° d ° CLG @ 10' -0' 00 .i C2 3' - 6" 4 - 011 imi I 1 11111 IIIII 1 Alfl 1 IS I I\ I-. 1 11 1 1 1 1 1 I!_ -I1 I I — — — — — N _ — M ', , / 1, V �- P�� � rx� n� .p.."; „-, .�_' M ® I I co 0' 4„ 1st FLOOR 1,513 SF 2nd FLOOR 1,444 SF c 2,957 SF GUESTS SUITE 301 SF IN-LAW SUITE 829 SF ' TOTAL SUITE COND. 1,130 SF TOTAL CONDITIONED: 4,087 SF COVERED ENTRY/WALK 359 SF GARAGE 483 SF FRONT PORCH 126 SF COV. SIDE PORCH 1 156 SF COVER. SIDE PORCH 2 198 SF MASTER BALCONY 108 SF _ TOTAL NON-COND 1,430 SF TOTAL AREA UNDER ROOF 5,283 SF O 8' 0" i BRICK VENEER FINISH FLOOR 11 Ni° ° e 9' - 0" d e d d a ". ° 9' - 5". _ ° 5 WALK 8" CMU BLOCK WALL UP AH GUESTS DOUBLE SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG o „ _ d t, TO ABOVE WINDOW WINDOW WINDOW WINDOW 1' - 4" ° a'. a°. a _ 46 GARAGE LEVEL RA C C2 D E 9 °= 18'-5.. b a ;� d° ° SLOPE d d° fRONT PORCH d �.. e O 5/8"_WR TYPE„X„@ AREA CALCULATION 1st FLOOR 1,513 SF 2nd FLOOR 1,444 SF HOUSE TOTAL COND 2,957 SF GUESTS SUITE 301 SF IN-LAW SUITE 829 SF TOTAL SUITE COND. 1,130 SF TOTAL CONDITIONED: 4,087 SF COVERED ENTRY/WALK 359 SF GARAGE 483 SF FRONT PORCH 126 SF COV. SIDE PORCH 1 156 SF COVER. SIDE PORCH 2 198 SF MASTER BALCONY 108 SF TOTAL NON-COND 1,430 SF TOTAL AREA UNDER ROOF 5,283 SF ° SOFFIT @ 10'.0"-,, g a o CEILING TO RESIDENCE v ° < ABOVE AND AT SIDE WALLS TO RESIDENCE 126' LOT DEPTH, 64' WD / 8,064 SF 15' _ 4,. V- a” -- a 20' FT FRONT SETBACK WINDOW SCHEDULE P.T. 6x6 POST/ ----- ----- 16"x16" PILASTER P.T. 6x6 POS,/ - _ / 2 -CAR GARAGEN 20' FT REAR SETBACK -� 15' FT SIDE SETBACK COMBINED 16"x16" PILASTER STEPS o CLG @ 12'-9" GRASS%LANDSCAPE" --- ---------- 50% MAX. LOT COVERAGE = MAX. 4,032 SF 41 SLOPE 2 1/4 �/ y i=.,;.�f. ACTUAL LOT COVERAGE - Y' --- -- ------ j j' 3,446 SF/ 42.73% < 50% 18' - 8" 7' _ 4.. j ® ROUND DOWNSPOUT, TYP. [[\\\\\\7ALUM. (DS) COMMUNITY DEVELOPMENT 3' 6" , 16' - 0" MASONRY OPENING (M.0) 3' - 6" COORD. W/ SELECTED DOOR 23' - 0" 1 F�FLOOR 1 /4" = 1'-0" BRICK VENEER 0,,GYDES1G_,N Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 cO 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH, FLORIDA 32233 FIRST FLOOR PLAN & SCHEDULES Project Number 34618 Date 11 /26/18 Drawn By oV Checked By OV A101 Scale 1/411 = 1 1-0 11 12' - 0" �- 32' - o" 18' - 0" 14' - 0" 4' - 8" 4' 4" 4' - 4" /2'-0"2' _ 81, 2' _ 0" 9' - 0., 3, - 0" W/ SECURITY O O GLAZING 0 N — .I tV r 16 0 C1 D6 r> lEJ � WIC SLOPE A0 Iad > Eo ° ► MASTER 10 l9�, zo oI BATH I 6' - 2" **4 ' (V I 9 N------------------------- 0'-6"- 15 **4 MASTER BEDROOM &Z 4' " 0„ - \W� WC `' 16,_4" , W)-- 4'- 2. I SLOPE zo �o 1 N 11'-6" 13 20'-6" iM N I I I I 6„ o 0 I 7 WALL E 14'- 0" O 10 LAUNDRY 12 6' " 10" lV '- 12'- 2" iv jr– ALUM. ROUND DOWNSPOUT, TYP. **2 C BAL a O DS CO zo r FINIS 2'- 8" o• v SIMI ih tV 1 it ,0 15' - 2" O 3'- 10" :o tV I ' HALL 14' 2" M � I M O BEDROOM 2 O 14' - 0" —I 10 13 F 3' - 0" 00 er 11' - 0" 0 o iv 16 7' - 9" Al WIC r- j - 1 LAV. Z 4- 8 c ao DN tV 3' . 1 „ - ih � Il \ I / Ni th i 15 ;o \� // ------ ---- , TH c �� / d A�1-LI RAILING@36'A��/ o c 6 _ 5, � We 4 Z 4'- 7' 1 ! / 'v �10 o O- �, o. OPEN TO BELOW 16 N 3'-10 / 14'-0" 1 AV. 1 6 5/8" c 1'=101, WIC1 I � 1 Q 4, 7" N 3 v C9 N ! Al � I �I 1 16 13 1' - 11 3/87 7-7I 3' - 4" 14, a 0„ L j ---- BEDROOM 1 I I o I i lO I - a O i ALUM. ROU ND I I! I 1 I) c I " 4' 10" I BALCONY WATERPRROFING SYSTEM BASIS OF DESIGN: "PLI-DEK" OVER PLYWOOD DECKING CONY COM LAR FLOOR PLAN LEGEND **1 22"x30" ATTIC ACCESS **2 AIR HANDLER FOR 2nd FLOOR LOCATED IN ATTIC **3 LINE OF FLAT TO CATHEDRAL DECK CEILING TRANSITION PLANKS H:'7REX", OR **4 CATHEDRAL CEILING, SLOPE 4 in 12 1-011/1, 11-011/1, 5 4 3 8 3 8 DOWNSPOUT, TYP. I - (DS) j 117'-6" o FIBERGLASS SHINGELS OVER 30# FELT OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. l II I I II II I I II II ILII ISI r N ALUM. STYLE "H" GUTTER, / TYP.— SECOND FLOOR 1/4" = 1'-0" METAL PANEL. ROOFING SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. I 0 I . I I L B OGYDESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 c0 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date 1 Revision 1- CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH, FLORIDA 32233 SECOND FLOOR & SUITE PLANS Project Number 34618 Date -Of 11/26/18 Drawn By Qv Checked By y 0v A102 o_ a '_0" 18' - 0" —ALUM. STYLE "H" GUTTER, TYP. —P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP. ALL ROOF EAVES i� � ■v��■w ■■1�1■ - I�1�■wl��■1 �■m■�■■■�■■ - t ■ i �■ � j� �/1�■��■1W■��1�■�1�:.!■■■�1�■■■moi■■ � I■ %1■ ■wl■■■W�■■UI■■111�1�■■1�1■■■1� �� �■��■■■o®■■■■■o■■■■■®■■■■■■■■■■■■�■■■■��■■■■■�■■ METAL PANEL ROOFING -- - SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 0 00 3" / V-0" all ::��-FIBERGLASS SHINGELS OVER 30# FELT OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 12' - 0" i V-0" / V-0" TT 0 'v — c i 18' - 0" i i 'p jN i I I METAL PANEL ROOFING SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY iv STRUCTURAL, TYP. I � I�I METAL PANEL ROOFING SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 1 ROOF PLAN 1/4" = V-0" f-[ ALUM. STYLE "H" GUTTER, TYP. FIBERGLASS SHINGELS OVER 30# FELT OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. � 1 P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP. ALL ROOF EAVES - -- - o - -- --- - ADD P.T. 1x3 DRIP EDGE TO ALL RAKE BOARDS, - - TYP. ALL ROOFS 1d'_T' Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 © 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT &CONSTRUCTION SET J No. Description Date 1 Revision 1 CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET. ATLANTIC BEACH, FLORIDA 32233 ROOF PLAN Project Number 34618 Date 11/26/18 Drawn By O Ov Checked By �� OV_ Scale 1/4 11 = 1 1-0 i' 0 b l�MIT o_ a '_0" 18' - 0" —ALUM. STYLE "H" GUTTER, TYP. —P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP. ALL ROOF EAVES i� � ■v��■w ■■1�1■ - I�1�■wl��■1 �■m■�■■■�■■ - t ■ i �■ � j� �/1�■��■1W■��1�■�1�:.!■■■�1�■■■moi■■ � I■ %1■ ■wl■■■W�■■UI■■111�1�■■1�1■■■1� �� �■��■■■o®■■■■■o■■■■■®■■■■■■■■■■■■�■■■■��■■■■■�■■ METAL PANEL ROOFING -- - SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 0 00 3" / V-0" all ::��-FIBERGLASS SHINGELS OVER 30# FELT OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 12' - 0" i V-0" / V-0" TT 0 'v — c i 18' - 0" i i 'p jN i I I METAL PANEL ROOFING SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY iv STRUCTURAL, TYP. I � I�I METAL PANEL ROOFING SYSTEM OVER SELF -ADHERED MEMBRANE OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. 1 ROOF PLAN 1/4" = V-0" f-[ ALUM. STYLE "H" GUTTER, TYP. FIBERGLASS SHINGELS OVER 30# FELT OVER ROOF SHEATHING AS SPECIFIED BY STRUCTURAL, TYP. � 1 P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP. ALL ROOF EAVES - -- - o - -- --- - ADD P.T. 1x3 DRIP EDGE TO ALL RAKE BOARDS, - - TYP. ALL ROOFS 1d'_T' Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 © 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT &CONSTRUCTION SET J No. Description Date 1 Revision 1 CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET. ATLANTIC BEACH, FLORIDA 32233 ROOF PLAN Project Number 34618 Date 11/26/18 Drawn By O Ov Checked By �� OV_ Scale 1/4 11 = 1 1-0 i' ■ 1 I// FIRST FLOOR_ �� 0" BRICK VENEER, AVERAGE GRADE o YP. -2'-93/16" 09,! ') — — - — — CMU RETAINING WALL, CONCRETE STEPS STUCCO FINISH South 1 1/4" = 1'-0" FIBERGLASS SHINGELS, TYP. co DS RTANCE BEYOND BRICK VENEER, GARAGE DOOR CMU RETAINING WALL, TYP' STUCCO FINISH, F.V. 84'-1" P.T. 2x8 OR SYNTHETIC FIBERGLASS SHINGELS, TYP RAKE BOARD, TYP.-----i\ GRADE _GARAGE LEVEL (7.6') -' g4 AVERAGE GRADE (9.5') -2' - 9 3/16" W Q ,W^ V Q W a W 0 m Q NL 0 0 O H ti M La M EV1S1 N BFB# DATE j / IIGNELD COMMUNITY EII'�L,,�,sw - r�E T APppov Im■■■■1m■■■■1■■■ 1m■■■ ■■■1�mmom; Imiomi`•'i■omi Iml I■1� �■■■■1■ ■■�WINDOW, DECORATIVE SPANDREL —METAL ROOF PANEL SYSTEM ROOFTRUSS BEAR IN t LU • OF " —SINGLE HUNG LU UJ WINDOW,LU LU • LU DS co z LU UJ CABLE RAILING W/ 0 tu • ' MAX. SPHERE PASSAGE• • oal��il - ®'moi',■� �iiai iel -A TO BE 4" PER FBC R312.3, �■II��TYP.RAILINGS ALL • �. SECOND FLOOR UJ i • • ®► coUJ• u 1ST FL L HGT ,� CANTILEVERED BALCONY• BEAM o. BEYOND/ STUCCO FINISH FIRST FLOOR 1 2 East 1/4 = 1'-011 t�i�Dcsi�l�l Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 c� 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRUCTION SET No. Description Date 1 Revision 1- CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH, FLORIDA 32233 SOUTH & EAST ELEVATIONS Project Number 34618 Date 11/26/18 Drawn By Author Checked By %�,.Checker A301 Scale 1/4 11 = 1 1-0 11 1 W W 181 711 d Q LU Q 4 Uj LU Q W Go r W OLU Q Q O, 0 m W Q B1 O ~ a O G •�' O LO 1-Z N M C? M � M � M co co LO 1\ GRADE AVERAGE GRADE -01-811 -2'- 9 3/16" (95) ARAGE LE EL -4 - $" (7.6') 0 Nort 1/4" = 1'-0" P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP.— —P.T. 2x8 OR SYNTHETIC RAKE BOARD, TYP. CONT. RIDGE VENT, TYP dip FIRST FLOOR BERGLASS SHINGELS, TYP. GRADE AVERAGE GRADE (as) -2'- 9 3/16," GARAGE L VEL 1 FIBER -CEMENT LAP SIDING REVISION BP# D TE� � ,_.., `IED _"--`-- 0 00#% Ro IFN SUITE PL HGT 1 W 181 711 d Q GARAGE/ GUEST PLATE 8'- 1 1/8" DS 1 FLOOR n 0'-0" GRADE ® - - $11 AVERAGE GRADE (9-5') -2'- 9 3/16" ' TYP. ALL ELEVATIONS _ GARAGE LEVEL (7:6', SEE SITE PLAN) -4' - 8" TYP. ALL ELEVATIONS OGYDESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 Oc 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRU SET CTION No. Description Date 1 Revision 1- CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH, FLORIDA 32233 NORTH & WEST ELEVATIONS Project Number 34618 Date 0 1 26/ 18 Drawn By thor Checked By ,0 hecker oe A302 Scale 1/4 If = 1 '-0" 181 711 Uj W B1 a W o � Q co LO O cc " O — - 6" '- v-0' _ — M SUITE F.F. `" _ -- — 9'- 5 7/8" M GARAGE/ GUEST PLATE 8'- 1 1/8" DS 1 FLOOR n 0'-0" GRADE ® - - $11 AVERAGE GRADE (9-5') -2'- 9 3/16" ' TYP. ALL ELEVATIONS _ GARAGE LEVEL (7:6', SEE SITE PLAN) -4' - 8" TYP. ALL ELEVATIONS OGYDESIGN Yellow Star Ln N Jacksonville, Florida 32224 904-716-6335 Oc 2018 Ogy Design, Inc. Consultant Address Address Address Phone PERMIT & CONSTRU SET CTION No. Description Date 1 Revision 1- CITY REVIEW 4-22-19 COMMENTS AMANDA & JEFF NEWMAN 377 SEVENTH STREET, ATLANTIC BEACH, FLORIDA 32233 NORTH & WEST ELEVATIONS Project Number 34618 Date 0 1 26/ 18 Drawn By thor Checked By ,0 hecker oe A302 Scale 1/4 If = 1 '-0" m ILI- Yellow S Jacksonville, 904-71 Al� 2018 Ogy 85 tt Ni I I I I I I I I I I I MIN ME im 1W Consultant Address Address Address ME Phone saw PERMIT•CO' VE --- Sr pip A 0 4MANDA & *a NFWMAN AVOWA 11 :17 PERSPEC 0, 0 D ljlby. 2-0 OD FI 0 2-0(100 FI 2-0(( 0 FI 0 8 FI WF -04 GONV. FRAME TIE 4 STAIRS 8-70_08. 2-06-08 6-04-00 1 14 -D1 -0e. 7 49-11-00 ROVAL #2197.2-2197.4, BOISE EWP S LVL: 6-0315 -R2, B HATCH LEGEND 0 8' 1-1/8" 50.11 -DO 17-11-00 14-00-00 2 -07 -DO 2-06-00 11 2-00-00 S LVL: 6-0315 -R2, B HATCH LEGEND 0 8' 1-1/8" 1011-1/81, 911-1/81, 2-00-00 8' 4-7/8" 7' 0-7/8" General Notes: . Per ANSI/TPI 1-2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Trues Manufacturer. - Use Manufacturer's specifications for all hanger .connections unless noted otherwise. - Trusses are to be 24" o.c. U.N.O. -,All hangers are to be Simpson or equivalent U.N.O.- .N.O:Use UselOd x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet: Inches- Sixteenths Notes: No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed. on tails) must have an approved. barrier applied first. Refer to BCSI-131 Summary Sheet -Guide for handling,- Installing andBracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction. documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost. by Builders First$ource. oIt is the responsibility of the Contractor to make sure theplacement of trusses are adiusted for plumbing drops, can lights, ect..., so the trusses do not interfere .with these typeof items. All common framed roof or floor systems must be - - designed as. to NOT impose any loads on the floor trusses below.. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an. engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which maybe sealed by the truss design engineer. Gable end trusses require continuousbottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so; trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. 61i6 FirstSource Freeport PHONE: 850-835.4541 FAX: 850-835.4532 a Jacksonville PHONE: 904.772-6100 FAX: 904-772-1973 - Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Fox Signature 377 Seventh St. Custom ars. mom Br: - — D 1/22/19 a DPS 1587525 - —R2 "']"' r1wr4Job#' 1'5 16005087 NA 1587525 oq� 0 U) 4- 0) LO C) (0 z 0 CN (D CO 06 to C,4 LO o Z 00 C? 46 1 Z C) 4- (Y) 0 U - 92 I- Lf) 4;- 0 c = ca CO CL U - aAL 5 Dt WO flu RV U4 er - LL CD m z .9 cc (7-) 30 yyyy00 x 0 CD 0i IF ii v 908 R 9 ----------------------------- - • 4p • J. M/�//—Mz IT- A x E L- J ,?< cD 2 ww cq 'air handier per the State Energy code. All duct has an r--6 insulation value. 0 U) 4- 0) LO C) (0 CN (D CO 06 to C,4 LO o Z 00 C? of cl�N— C? MM "a M r-- C) 4- (Y) 0 U - 76), 0 *2 C) 0 C,) 0 I- Lf) 4;- 0 c = ca CO CL U - ICU LL CD m cc (7-) F5 E x 0 CD L.L U- .0 in co a. 05 U) W 7M z 60 E 0 cr) o Z C) z04 Wa) LL CD m cc (7-) F5 E x 0 L.L U- .0 in co a. 05 c c UJ 0) W-5 T_ 0 UJ WI— U) C14 =3 LL z �;z 0u ffi k U, CL LU Ow u. z 0 0 2 0 _z Z> L En to tu 0Q tois LL co ca C3 0 M Z MOt have a minimum I I NOW moi' f _44 JT_ �A ---------------------- ----------------- -------------_ ---------- P_ ---------- ---­------------ ------- ---------- ........ ....... . ------------ ---------- L..... _ ---------------- r------------ --- ---- ----------------- --------------- 7 Z_ --- ------ 41 ,r--- -- ------------------_--- ------ --- ----------- ----- ------ ------ - 0 , gu M M ° nUl CD (1) 0 0) W-5 T_ 0 CO (D C14 =3 x 0 CD U_ Z u. 0 0 2 0 L En (D U-- 2 al NOW moi' f _44 JT_ �A ---------------------- ----------------- -------------_ ---------- P_ ---------- ---­------------ ------- ---------- ........ ....... . ------------ ---------- L..... _ ---------------- r------------ --- ---- ----------------- --------------- 7 Z_ --- ------ 41 ,r--- -- ------------------_--- ------ --- ----------- ----- ------ ------ - 0 , gu M M ° nUl CD (1) 0 0) r_ T_ 0 CO (D C14 =3 x 0 CD U_ Z u. 0 co ca 0 M Syrr t N PART OF BLOCK 9, ATLANTIC BEACH PLAT BOOK 5, PAGE 69 35 N83"41'28i'E 65 00 33 'z T, 39 3% I FOUND 1/2" IRON PIPE AND CAP "BURDEN" x ^. 6' WOOD FENC 0 x ^� 6" DRAINAGE N06°18'00"W, 127.00' (P) N06°18'00"W 126.9E SHERRY TERRACE PLAT BOOK 20 PAGE 45 O Symbol Legend Abbreviation Legend Symbol Denotes P.S.M. ® STORM LICENSED BUSINESS (P) MANHOLE ID. MB MAIL BOX BUILDING RESTRICTION LINE W) 9T WATER ,-, Co METER IT] TELEPHONE RISER UTILITY POLE 6' WOOD FENCE BRICK PAVERS COLLAPSING \ FROM CONSTRUCTION 5.60 O RETAINING WALL ASPHALT DRIVEWAY FOUND 1/2" IRON PIPE 10 ?83 NO ID, 94 SEWER CLEANOUT 7.76 89' 7.48 T A6 EDGE OF SITE BENCHMARK: MAG NAIL AND DISK STAMPED "ELEV LB 6508" ELEV. = 7.35 [NAVD-881 N83°42'00"E 65.00' (P) I V WOOD FENCE 1� 8 x _ x1 96, x0• x x 12" PALM 20' EII2L �. 123, '0Q, 8.5" S >8- .8 -11.7.9.7 -8.4' -7.8' "7.8 s„ 1 3 2' - 11.7' 9.4' 8.3 " 7-8' •9 -a �'Dti o� aH w C . �. �c 10 C)� 15.631 � 4� 1 1. 6'1 9.6' 8.1' x7.6' x11.3 x 8.4 x 7.5 �b G >� 12.9 - 11.0' x 6.5' = 8.0' 7.5' G 20' SRL ' S83°42'00"W 65.00' (P) X11'" 583'53'26"W 64.97 12" PALM 18" MYRTLE d. x � x 6 x 7.6 rn ��" �• x �' 6 �9 `x 3-' 9�91x 7.8 (39 _- - 8' -3 4' CONCRETE SIDEWALK 7 '�• � _ " WF1RPYlAiS1 i ` 7'"�m CENTER G r? �� LINE 9� rFOUND 1/2" NPIPE SEVENTH STREET NoID. WEST 40' RIGHT OF WAY IRON ROD AND CAP 31 "GHIOTTO LB 6508" 2.0' FOUND 3/8" IRON ROD AND CAP "ACM LB 6502" 0.4' EAST 0.3' SOUTH PALM x 0� MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF: LOT 1, SHERRY TERRACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 45 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: FOX HOMES OFFICE COPY 1" = 30' GRAPHIC SCALE 29 27 0 15' 30' 60' PART O BLOCK 9, ATLANTIC BEACH PLAT BOOK 5, PAGE 69 �t Abbreviation Legend Abbreviation: MEANING: P.S.M. PROFESSIONAL SURVEYOR AND MAPPER LB LICENSED BUSINESS (P) PLAT ID. IDENTIFICATION BRL BUILDING RESTRICTION LINE OHU OVER HEAD UTILITY N83°42'00"E 65.00' (P) I V WOOD FENCE 1� 8 x _ x1 96, x0• x x 12" PALM 20' EII2L �. 123, '0Q, 8.5" S >8- .8 -11.7.9.7 -8.4' -7.8' "7.8 s„ 1 3 2' - 11.7' 9.4' 8.3 " 7-8' •9 -a �'Dti o� aH w C . �. �c 10 C)� 15.631 � 4� 1 1. 6'1 9.6' 8.1' x7.6' x11.3 x 8.4 x 7.5 �b G >� 12.9 - 11.0' x 6.5' = 8.0' 7.5' G 20' SRL ' S83°42'00"W 65.00' (P) X11'" 583'53'26"W 64.97 12" PALM 18" MYRTLE d. x � x 6 x 7.6 rn ��" �• x �' 6 �9 `x 3-' 9�91x 7.8 (39 _- - 8' -3 4' CONCRETE SIDEWALK 7 '�• � _ " WF1RPYlAiS1 i ` 7'"�m CENTER G r? �� LINE 9� rFOUND 1/2" NPIPE SEVENTH STREET NoID. WEST 40' RIGHT OF WAY IRON ROD AND CAP 31 "GHIOTTO LB 6508" 2.0' FOUND 3/8" IRON ROD AND CAP "ACM LB 6502" 0.4' EAST 0.3' SOUTH PALM x 0� MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF: LOT 1, SHERRY TERRACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 45 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: FOX HOMES OFFICE COPY 1" = 30' GRAPHIC SCALE 29 27 0 15' 30' 60' PART O BLOCK 9, ATLANTIC BEACH PLAT BOOK 5, PAGE 69 �t � a C1 0 o w� r-oxery 36 ,-, Co 0 O o, 0.5 1 x� 6'WOODFENCE 16" PALM 8" '8-'P- r�8" PALM FOUND 1/2" J g IRON PIPE xA NO ID. x--26" LIVE OAK 80 • FouND 1/z^ N83'39' 14"E 100.11 7'51 IRI PIPE N83°42'00"E 100.00' (P) 7.54 NO ID. SITE BENCHMARK: MAG NAIL AND DISK STAMPED "ELEV LB 6508" ELEV. = 7.00 [NAVD-881 JOB No. 18-134 REVISION: DATE.' BY.' LOT 1 FILE No. A-796 377 7th STREET PARTY CHIEF.' J.LONNECKER TOTAL LOT AREA, = 8,242 SOFT F. B. 2001 AVERAGE ELI VATION DRAWN BY.' C.CARLSON INSIDE BRL = 9.5' CHECKED BY. J. THOMAS SURVEY DATE:4/9/2019 CAD FILE: P:\18\18-134 377 7TH ST. ATLANTIC BEACH FOR FOX HOMES\DWG\18-134 377 7TH ST BNDY TOPO.DWG FOUND 1/2" IRON PIPE NO ID.�_ GENERAL NOTES: 1. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 120075 0409 J, (MAP NO. 12031C0409J), WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 2, 2018, AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ZONE "X" DENOTES AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 2. IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-.052 REQUIREMENTS. 4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 1, BEING N06'1 8'00"W PER PLAT OF RECORD. 5. NOTE THAT PLAT DIMENSIONS ARE ONLY EXPRESSED TO THE NEAREST FOOT AND TO THE NEAREST MINUTE OF ANGLE. 6. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), AND ARE BASED ON THE JACKSONVILLE TRANSPORTATION AUTHORITY ROADWAY PLANS, FINANCIAL PROJECT ID 434343-1-58-02, BOX CUT IN SOUTHEAST CORNER OF CONCRETE BOX WEST OF INTERSECTION OF SEMINOLE ROAD AND 9TH STREET, ELEVATION OF 7.18 (NAVD-88). 7. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. GIIOTTO & ASSOCIATES, INC. NA TIONALL Y CER TIFIED SUR VEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 i 2426 PHILIPS HIGH WA Y JACKSONIVUE, FLORIDA 32207 H I OTT TTO (904) 836=On7 H S I E S (904 L 886 74 /IA www.AHI; FOUND 1/2-- IRON /2"IRON PIPE NO ID. PART OF BLOCK 9, ATLANTIC BEACH PLAT BOOK 5, PAGE 69 33 N83'41'28 'E 65.00SET5/8" N83'42'00"E 65.00' (P) IRON ROD AND CAP ERNE P " 6' WOOD FENCE, M. 6" DRAINA N06'1 8'00"W, 127.00' (F N06°18'00"W 126. SHERRY TERRACE PLAT BOOK 20 PAGE 45 O Symbol Legend Symbol Denotes ® STORM IRON PIPE AS NOTED MANHOLE OB MAIL BOX 'RMCR WATER ID. METER ❑T TELEPHONE OHU RISER O W00D WALL 6" UTILITY POLE Symbol Legend Symbol: Denotes: 0 IRON PIPE AS NOTED O IRON ROD AS NOTED L 3'x6' 6' WOOD FE BRICK PAVERS COLLAPSING FROM CONSTRUCTION 15.60 O RETAINING - WALL 0.0g" - 14,44 ASPHALT DRIVEWAY DUND 1/2" RON PIPE NO ID. SEWER 7.76 7.48 EDGE OF SITE BENCHMARK: PAVEMEI MAG NAIL AND DISKS STAMPED "ELEV LB 6508" ELEV. = 7.35 [NAVD-88] b X3:2 "GHIOTTO 6' WOOD FENCE LB 6508" =FOR 12" PALS2 * H L mm n 11.7 9 m 8.4' • 7.8' 2' 11.7' 94' 8I3' I= 7.8' •9� x 1b I (V 9z.za•..�a.m•.ss �s a - -'b I II �LI �� `b3 7 1 6'1 9.6 8.1 7.6 1 i 4. x 113 x 7 5 I .I .9 e 11.0` 9.5 E 8.0' 7.5' 1 M i rn 2.0' 6 x1 FOUND 3/8" IRON ROD AND CAP "ACM LB 6502" 0.4' EAST 0.3' SOUTH -14" PALM lb PART PART OF BLOGK 9, ATLANTIC BEACH PLAT BOOKS PAGE 69 CQ Abbreviation Legend Abbreviation: MEANING: P.S.M. PROFESSIONAL SURVEYOR AND MAPPER LB LICENSED BUSINESS (P) PLAT ID. IDENTIFICATION BRL BUILDING RESTRICTION LINE OHU OVER HEAD UTILITY b X3:2 "GHIOTTO 6' WOOD FENCE LB 6508" =FOR 12" PALS2 * H L mm n 11.7 9 m 8.4' • 7.8' 2' 11.7' 94' 8I3' I= 7.8' •9� x 1b I (V 9z.za•..�a.m•.ss �s a - -'b I II �LI �� `b3 7 1 6'1 9.6 8.1 7.6 1 i 4. x 113 x 7 5 I .I .9 e 11.0` 9.5 E 8.0' 7.5' 1 M i rn 2.0' 6 x1 FOUND 3/8" IRON ROD AND CAP "ACM LB 6502" 0.4' EAST 0.3' SOUTH -14" PALM lb PART PART OF BLOGK 9, ATLANTIC BEACH PLAT BOOKS PAGE 69 CQ f 20 BSL ' S83 42'00' W 65.00' (P) 58353'26"W 64.97 12" PALM 18" MYRTLE 7.6 ro o �9 cq FRONPIPE NO ID. tx 3 9 �; 9N " x 7.8 21.62' ,139 100.11 Co �FOUND14E a' CONCRETE SIDEWALK �o 7.46 ry rp7.54 A-- __..._..>'. "WOOD -WALL - WN O W00D WALL 6" L` w 0 o xeti 36 34 �oo MAG NAIL AND DISK 0 ID STAMPED "ELEV LB 6508" O o ELEV. = 7.00 [NAVD-88] 40' RIGHT OF WAY 5.00' 0.5' x A^ 6' WOOD FENCE 112 " rp83 ,-T» I f 20 BSL ' S83 42'00' W 65.00' (P) 58353'26"W 64.97 12" PALM 18" MYRTLE 7.6 ro o �9 16" PALM 8" PALM -8' PALM 1 9 xA' LIVE OAK FRONPIPE NO ID. tx 3 9 �; 9N " x 7.8 21.62' ,139 100.11 7.51N83 �FOUND14E a' CONCRETE SIDEWALK -42'00"E 100.00' (P) 7.46 ry rp7.54 A-- __..._..>'. "WOOD -WALL - O W00D WALL 6" CENTER ' 68� E �6d-- '60 SITE BENCHMARK: LINE FOUND 1/2" MAG NAIL AND DISK IRON PIPE ?VENTH STREET No ID. STAMPED "ELEV LB 6508" D.3' WEST ELEV. = 7.00 [NAVD-88] 40' RIGHT OF WAY JOB No. 18-134 REVISION: DA TE.- BY.• LOT 1 FILE No. A- 377 7th STREET PARTY CHIEF.- J.LONNECKER TOTAL LOT AREA = 8,242 SOFT F. B. 2001 TOTAL IMPERVIOUS AREA =4086 SOFT DRAWN BY.' C.CARLSON TOTAL LOT CC VERAGE = 49.6% CHECKED BY.' J. THOMAS AVERAGE ELEVATION INSIDE BRL = 9.5' SURVEY DATE: 4/9/2019 CAD FILE: P:\18\18-134 377 7TH ST. ATLANTIC BEACH FOR FOX HOMES\DWG\18-134 377 7TH ST TOPO PLOT PLAN.DWG MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF: LOT 1, SHERRY TERRACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 45 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: FOX HOMES OFFICE COPY 1 " = 30' GRAPHIC SCALE 0 15' 30' 60' FOUND 1/2" IRON PIPE NO ID.4_ GENERAL NOTES: 1. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 120075 0409 J, (MAP NO. 12031C0409J), WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 2, 2018, AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ZONE "X" DENOTES AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 2. IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART OF THIS SURVEY, EXCEPT AS SHOWN HEREON. 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 J-17.050-,052 REQUIREMENTS. 4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 1, BEING N06'1 8'00"W PER PLAT OF RECORD. 5. NOTE THAT PLAT DIMENSIONS ARE ONLY EXPRESSED TO THE NEAREST FOOT AND TO THE NEAREST MINUTE OF ANGLE. 6. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), AND ARE BASED ON THE JACKSONVILLE TRANSPORTATION AUTHORITY ROADWAY PLANS, FINANCIAL PROJECT ID 434343-1-58-02, BOX CUT IN SOUTHEAST CORNER OF CONCRETE BOX WEST OF INTERSECTION OF SEMINOLE ROAD AND 9TH STREET, ELEVATION OF 7.18 (NAVD-88). 7. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS OTHERWISE NOTED. GNOTTO JX, ASSOCIATES, INC. NATIONALLY CERTIFIED SURVEYORS & MAPPERS CERTIFICATE OF AUTHORIZATION No. LB 6508 2426 PHILIPS HIGHWAY JACKSONVILLE, FLORIDA 32207 (904) 886-0071 (904) 886-7174 FAX www.GHIOTTO.com JOHN S. THOMAS P.S.M. No. 6223 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 't N OH m cn to ;a HIM 0 M M r 0 m 't 0co N OH m cn to ;a �Gsm 0 m , ca z - M, m z 41 m ;a C) Z 0, r- z -2 rm- ID9 C < - F4 0) C) CD o Co ;r, M 50 Co a, -0 m x A � z 0co N OH Z- c 0'. to ;a C— 5-0 m (D C -n ID9 C=) 0) C) CD 0 50 Co 0co N OH Z- c 0'. to ;a 5-0 m " 0 50 Co x 9.4 0 z C2 C; C C�o 00 CP- -11 m rrl z 0 x Cq 0 0 m -n 0 m o iV cazpe —z z --i co < 0p -0p z 0 Z9 z Z0 x x z 0 co IM 0-0-u ;Ma m cl M &) x 10.3 14.8 'a a x 7 Eli 37)16'AC PAD 14 10'BRL H cD 12' Z wo om Cc: :1 -oq ci O'D =Zxwj M- .7 z 0 X 9' 19 It 1?0 ca ql r z CO IT! z 0 m m F= C, C) L--, j L—S -Z m Cc CA M G) > 0 C� m a7 ro 7m 11) ou mo 9 V � ' 0 1 0 G) CA 0) ming Mm t cf) > G) o 0, z om C. C� (Yi rn J, jwti > > C) > zs I!, t '90 ;u ;u -u ;Q z M MUM8005pi r1i it It 11 11 It It 11 z Z— \1 In C6 (n pco co x co cl� 5'BRL C� 4 -Ai y x x S06*17'07"E 127.22 x SQ6'18'00"E 127,00' (P) 0 k m z 0 x -tl m fik �a , :, �-o be M Q { m to a[- Coy, Y � I x CD v I { a,,x° ypp,� � � Vimm^ 14.8 / . 4 _ r. u otop iD C)r : � 3W AC PAD ' , . � CD . co ;,CD.--« �ta u mcg im , c,' toy BRt. — — i5 f -- n _ — r f ( ( 1 X 1 y it r i V v xc J . 14 � 1 � i i ',• i D � I94 -r-- �� ---------------------------- — _ 11 wr j f 11 it—__— _ _-_ _ CD L �ato to i, Ir - 0v Sx nl x� r w -----_--_-----------rn w i3 j 1 N f D D�o ii f i_. �1 � �4 a Z57 (D < <�,"n (n CD o v �I 1(!__ � ►_a ------_-- -_- - _____—_ ij ,s ; x rr m� °' 1 —1. It ..tee. { _ `9 t z PRD arn� illl 111 11 }PQ_ CA k --------- r,-- �_—_ 111 r _ _—_—_._.__._ I� _ IS CD N v:2 SO6 18p0"E Y�7.Ot3' P o o << ---- �F,d:. 4r �.c �.�—�. Pte. -- w �A f� 1 8a 9A i V mrn?tn Dim MM ? vtorZ A ( cWnRj�2 m <<v;0 Fa "" / MOD i c$ /A i C� fc io" M WCO W � n•Pi CTo o G1 Ndo o m I x `mom v�`2 X � O �7 C o�o om^� Qz V p \ cn C-) to o „ it b w o r 3 d m �z C-5 x x 14.8 `f.r11` R-v`se-.4 F 'w x yo 3 zC �9 ii 111 Z° xs !! L -------------- _ T { 1 m Dm 0 9.4 IL 'x C j __ --- `?a x v m ----� _ y M WCO W � n•Pi CTo o G1 Ndo o m I x `mom v�`2 X � O �7 C o�o om^� Qz V p \ cn C-) to o „ it b w o r 3 d m �z C-5 x x 14.8 `f.r11` R-v`se-.4 S 3 Zero -A 04 k 6r �. �� A zC �9 ii rpao- !! L -------------- m { 1 m Dm At _ 3x6' AC PAD - 14' k, .o o m KZ7 m m 8 1O'BRL a w - w .., �13 _ I- �I -- 1 x it u N w S06"17'07"E 127.22 S06'18'00"E 127.00' (P) 0 Mr - 61 w I _o ii rpao- !! L -------------- L---------- _.._.e.._. __..AS MOM. MZ IL __ --- o" z ----� _ -i._`�i_B x m MZ>0 ;o rop� lfif �,1111 �om,<.�Tmo 0 fZM-C,.4 --®_ °' i'< W o o m G) ..e....__®_ .o.®.._...._.._._._.. —! `✓` 00 0 z0zv 03 ;u>> 7C) rm `z Z i�mmDmzZZ) I m D D O D -° !! yi LJ i! I IN W co 11 It u z it i it E a a w co N�A C0a0 i!!i Iii CocD T S' BRI I T w S06"17'07"E 127.22 S06'18'00"E 127.00' (P) 0 Mr - 61 w I _o ii rpao- MOM. MZ x it `z Z o �0 I IN W co � z ��.� � � 4�. �Tt'�..�,•L S _ � wt � ��R Ac a ..i '"� c � -t'�t_ �T J �'J r0 4ai V �p N N � Itj r c m C3� r � c ®l? w Ni x �wQh�'Zp0 25°0 oZc �0 C "Buz ( °� OI_ _ N v y N.............................. L .................. .. .� P MAP SHOWING BOUNDARY & TOPOGRAPHIC SURVEY OF: LOT 1, SHERRY TERRACE, ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 20, PAGE 45 OF THE CURRENT PUBLIC f I j RECORDS OF DUVAL COUNTY, FLORIDA FOR: FOX HOMES X PART OF BLOCK 9, ATLANTIC BEACH (,f 35 PLAT BOOK 5, PAGE 69I ��►j ,rte' 33 1 " = 30' N83°41'28"E 65.00 SET518° , } GRAPHIC SCALE N83'42'00"E 65.00' (P) IRON ROD 29 27 39 37 FOUND 1/2" I AND CAP 31 0 15' 30' 60' IRON PIPE AND CAP 6 WOOD FENCE 3.2' °GWOTTO `j �j� �—DURDEN•� 0.3��,,— �� ���_�B— FOUND 1/2" 1— a r� ,0. 2.0' IRON PIPE I � x$b NO ID. 15)27' RETENTION AT x 12° PALM RONFOUNRODa" 8"DROP FOR STORM AND CAP I I GENERAL NOTES: WATER RUNOFF x I$3 N TOP EL. =11.5 6' WOOD FENCE 2 2 "ACM LB 65x2" BOTTOM EL. =11.0 H L. a.4' EAST > > ; �., 1. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ENTIRE HatasE GUTTER ` � �m � a.s' SOUTH SYSTEM MTTo� x�yo �F "' '11 I �,� u. ZONE "X", AS SHOWN ON THE FLOOD INSURANCE RATE MAP, 14"PALM COMMUNITY PANEL NO. 120075 0409 J, (MAP NO. 12031CO409J), e'DRAINAGIEPIP s i" ` WHICH BEARS AN EFFECTIVE DATE OF NOVEMBER 2, 2018, N06'18`00"W, 127,00' (P) ` •21, ti 11.7 �I� `s �-14* x�tk F BLOCK ATLANTIC BEACH AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD N06°18'00"W 126.9!9 ?S' , 4 1,1 �¢ PARTO L 9, LAN EA SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. R 14 A •��� �ji C11 PLAT BOOK 5, PAGE 69 ZONE "X" DENOTES AREAS DETERMINED TO BE OUTSIDE THE II 0.2% ANNUAL CHANCE FLOODPLAIN. SHERRY TERRACE 3'x8'Ac P s a `b cq'' 2. IMPROVEMENTS AND UTILITIES WERE NOT LOCATED AS PART M a_ r i OF THIS SURVEY, EXCEPT AS SHOWN HEREON. PLAT BOOK 20 PAGE 45 I s'wbbDFENGE % aag EI sia W r; I 3. MEASUREMENT METHODS USED FOR THIS SURVEY MEET STANDARDS OF PRACTICE FOR LAND SURVEYING AS SET 3 BRICK PAVER&� COLLAPSING If a a oo � FORTH IN FLORIDA ADMINISTRATIVE CODE CHAPTER 5 ( 32 J-17.050-.052 REQUIREMENTS. FROM CONSTRUCTION -• ^+ I I io 4. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE o Symbol Legend 15•en 15. 31 I i � ( OF LOT 1, BEING N06°18'00"W PER PLAT OF RECORD. 2 REMAINING-- IIS 1At! I 11 6 7, a 6k� ;� '11 5, NOTE THAT PLAT DIMENSIONS ARE ONLY EXPRESSED TO THE ALL 3 7 1 5.00 ' ' Symbol Denotes 10 00' x i1 x x 5 1 NEAREST FOOT AND TO THE NEAREST MINUTE OF ANGLE. Ij x h 6. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE ® STORM rS7g1i14.a4 �2� X11 a.s I a�' m s`WQaDFENCE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD-88), AND MANHOLE . 14 ,u.. ^, E 1 ARE BASED ON THE JACKSONVILLE TRANSPORTATION IM MAIL BOX ASPHALT w. WATER DRIVEWAY -- '��`---„�� ° � r 1s°PALM AUTHORITY ROADWAY PLANS, FINANCIAL PROJECT ID wares 12 20'BRL 434343-1-58-02, BOX CUT IN SOUTHEAST CORNER OF METER - / 583'42'00"W 65.00' (P) 8" PALM TELEPHONE FOUND 1/2” S83°53'26"W 64.97 a" PALM FOUND 112' I CONCRETE BOX WEST OF INTERSECTION OF SEMINOLE ROAD ® RISER IRON PIPE 1Qg3'1 , c 11 v0 IRON PIPE FOUND 112 NO ID. 10.91 a'. - 12" PALM 18" MYRTLE a1• IRON PIPE AND 9TH STREET, ELEVATION OF 7.18 (NAVD 88). rO� UTILrIYPOLE SEWER x •r x :- x x x NO ID. CLEANOUT °' �' ^ ��2s°IavEQAK NO ID. 7. ALL DATA SHOWN HEREON ARE FIELD MEASURED UNLESS �� x °'` x 7.6 'sIf-f/) ' OTHERWISE NOTED. Symbol Legend Symbol: Denotes: Q IRON PIPE AS NOTED 0 IRON ROD AS NOTED 0 T WE an, 40' RIGHT OF WAY ELEV. = 7.00 LI - IJ IL (904) 886-0071 LOT 1 REVISION. DATE.' BY 1OTT0 (904) 886-7174 FAX �,�1• 377 7th STREET JOB No. 18-134 www.GHIOTTO.com AVERAGE ELEVATION FILE No. A— INSIDE BR- = 9.5' PARTY CHIEF. J.LONNECKER n� BUILDING & GARAGE FOUNDATION = 3,290 SQFT F.B. 2001 OVERALL POOL DECKING = 714 SQFT DRAWN BY.' C. CARL SON INTERIOR POOL COR IG AREA = (298 SQFT) CHECKED BY. J THOMAS 18' WIDE DRIVEWAY & 3')GW AC PAD = 407 SQFT TOTAL IMPERVIC^US AREA = 4,113 SQFT SURVEY DATE.' 41912019 JOHN S. THOMAS P.S.M. No. 6223 TOTAL LOT AREA = 8.242 SQFT NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED TOTAL LOT COVERAGE = 49.9% CAD FILE: P:\18\18-134 377 7TH ST. ATLANTIC BEACH FOR FOX HOMES\DWG\18-134 377 7TH ST TOPO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER PLOT PLAN.DWG 76. 7.7.48 x g,3 9 01 x '; 7, 21.62' I39 Ts8 -8' a cowcRerEstotewAL1C FQUND 1/2° N83°39 14'E 100.11 7`51 IRON PIPE N83'42'00"E 100.00' (P) PROFESSIONAL SURVEYOR AND MAPPER LB LICENSED BUSINESS EDGE 7.46 , .10 7.64 NO ID. BUILDING RESTRICTION LINE MOTTO Bc ASSOCIATES, INC. SITE BENCHMARK: OF PAVEMENT i�'� 6" POP FF r�` WOOD WALL �' {m _ NATIONALLY CERTIFIED SURVEYORS & MAPPERS MAG NAIL AND DISKS—' STAMPED "ELEV LB 6508" fir, CENTER s!� LINE FOUND 112• 6� % SITE BENCHMARK: CER TIFICA TE OF AUTHORIZA TION No. LB 6508 ELEV. = 7.35 [NAVD-88] IRON PIPE MAG NAIL AND DISK 2426 PHILIPS HIGHWAY SEVENTH STREET NO ID. STAMPED "ELEV LB 6508" JACKSONVILLE FLORID 07 0 T WE an, 40' RIGHT OF WAY ELEV. = 7.00 LI - IJ IL (904) 886-0071 LOT 1 REVISION. DATE.' BY 1OTT0 (904) 886-7174 FAX �,�1• 377 7th STREET JOB No. 18-134 www.GHIOTTO.com AVERAGE ELEVATION FILE No. A— INSIDE BR- = 9.5' PARTY CHIEF. J.LONNECKER n� BUILDING & GARAGE FOUNDATION = 3,290 SQFT F.B. 2001 OVERALL POOL DECKING = 714 SQFT DRAWN BY.' C. CARL SON INTERIOR POOL COR IG AREA = (298 SQFT) CHECKED BY. J THOMAS 18' WIDE DRIVEWAY & 3')GW AC PAD = 407 SQFT TOTAL IMPERVIC^US AREA = 4,113 SQFT SURVEY DATE.' 41912019 JOHN S. THOMAS P.S.M. No. 6223 TOTAL LOT AREA = 8.242 SQFT NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED TOTAL LOT COVERAGE = 49.9% CAD FILE: P:\18\18-134 377 7TH ST. ATLANTIC BEACH FOR FOX HOMES\DWG\18-134 377 7TH ST TOPO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER PLOT PLAN.DWG Abbreviation Legend Abbreviation: MEANING: P.S.M. PROFESSIONAL SURVEYOR AND MAPPER LB LICENSED BUSINESS (P) PLAT ID. IDENTIFICATION BRL BUILDING RESTRICTION LINE OHU OVER HEAD UTILITY 0 T WE an, 40' RIGHT OF WAY ELEV. = 7.00 LI - IJ IL (904) 886-0071 LOT 1 REVISION. DATE.' BY 1OTT0 (904) 886-7174 FAX �,�1• 377 7th STREET JOB No. 18-134 www.GHIOTTO.com AVERAGE ELEVATION FILE No. A— INSIDE BR- = 9.5' PARTY CHIEF. J.LONNECKER n� BUILDING & GARAGE FOUNDATION = 3,290 SQFT F.B. 2001 OVERALL POOL DECKING = 714 SQFT DRAWN BY.' C. CARL SON INTERIOR POOL COR IG AREA = (298 SQFT) CHECKED BY. J THOMAS 18' WIDE DRIVEWAY & 3')GW AC PAD = 407 SQFT TOTAL IMPERVIC^US AREA = 4,113 SQFT SURVEY DATE.' 41912019 JOHN S. THOMAS P.S.M. No. 6223 TOTAL LOT AREA = 8.242 SQFT NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED TOTAL LOT COVERAGE = 49.9% CAD FILE: P:\18\18-134 377 7TH ST. ATLANTIC BEACH FOR FOX HOMES\DWG\18-134 377 7TH ST TOPO SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER PLOT PLAN.DWG ,,:11-,,vi-fir it A Cash Register Receipt Receipt Number T-4f City of Atlantic Beach R11022 -)m9' DESCRIPTION I ACCOUNT I QTY PAID PermitTRAK $55.00 RES19-0107 Address: 377 7TH ST APN: 169944 0000 $55.00 BUILDING WALL SHEATHING 10/24/2019 RBE $55.00 BUILDING WALL SHEATHING 10/24/2019 455-0000-322-1002 0 $55.00 RBE TOTAL FEES PAID BY RECEIPT: R11022 $55.00 Date Paid: Friday, November 08, 2019 Paid By: Fox Signature Homes Cashier: CT Pay Method: CREDIT CARD 10 Printed: Friday, November 08, 2019 1:27 PM 1 of 1 Ii Cash Register Receipt Receipt Number 'Nair City of Atlantic Beach R11049 o,i»r DESCRIPTION I ACCOUNT QTY PAID PermitTRAK $55.00 RES19-0107 Address: 377 7TH ST APN: 169944 0000 $55.00 BUILDING WALL SHEATHING 11/12/2019 RBE $55.00 BUILDING WALL SHEATHING 11/12/2019 455-0000-322-1002 0 $55.00 RBE TOTAL FEES PAID BY RECEIPT: R11049 $55.00 Date Paid: Wednesday, November 13, 2019 Paid By: Fox Signature Homes Cashier: CT Pay Method: CREDIT CARD 103433 Printed:Wednesday, November 13,2019 2:34 PM 1 of 1 rS 1.Yvl!/,„ r� Cash Register Receipt Receipt Number '� ff City of Atlantic Beach R11O95 \art 9/ DESCRIPTION I ACCOUNT I QTY PAID PermitTRAK $55.00 RES19-0107 Address: 377 7TH ST APN: 169944 0000 $55.00 BUILDING WALL SHEATHING 11/14/2019 DA $55.00 BUILDING WALL SHEATHING 11/14/2019 DA 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11095 $55.00 Date Paid: Tuesday, November 19, 2019 Paid By: Fox Signature Homes Cashier: CT Pay Method: CREDIT CARD 180991 Printed:Tuesday, November 19,2019 2:11 PM 1 of 1 i ALL Revision Request/Correction to Comments **HIGHLI HIED I ON ' `- Jr,,, HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 `on v Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RE-- S I Q —O 0 7 Revision to Issued Permit OR ❑ Corrections to Comments Date: IL)J Z O 1- 6 I Project Address: l 7 , t „ 41_\,3-,-4_ 6, Contractor/Contact Name: M r, Nc.k.\ ro,— Contact Phone: 6,04 — L?3 d' 12-)S Email: -fc-.t MN i') iMe-) f .e- ell', Description of Proposed Revision��// /Corrections: (� 1 1� C /IFvi c� !t/��Il�, � e ,) .--..) ,„10---- D'1,.-„, /1 !/ A-L. ) � �1c'`t j,),, 13,—,f ,1(,,7 -Sc-,< -- 1 M' c \ r-2------ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • ill •roposed revision/corrections add additional square footage to original submittal? `No IIYes (additional s.f.to be added: ) •-Wi posed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building v ue: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: / (Office Use Only) _i/Approved H Denied H Not Applicable to Department Permit Fee D e�! $ J C3,0 0 Revision/Plan Review Comments L Oil ad C 1 742 /3, C c` L 7 e/7-.0 rsy C' /C- 241r �0/� SG � �i /�- ( oC0/nP/'- 1-S (Departrt Review Required: Building Planning&Zoning viewed By Tree Administrator Public Works Public Utilities / -D / - 2 0L-4) Public Safety Date Fire Services Updated 10/17/18 REVISION OFFICE '(' Y BF# ,e S/.9-o/o7 FORM R405-2017 DATE f / 2 ( / 7 C) FLORIDA ENERGY EFFICIENCY CODE FORT- MLD T-RUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Newman Residence Builder Name: Street: 377 7th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Fox Signature Homes Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(4345.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=19.0 4345.60 ft2 b. N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 3 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1740.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 1740.00 ft2 6. Conditioned floor area above grade(ft2) 2957 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11.Ducts R ft2 7. Windows(939.3 sgft.) Description Area a.Sup:Attic, Ret:Attic,AH:Aft 6 591.4 a. U-Factor: Dbl,U=0.29 667.30 ft2 J SHGC: SHGC=0.19 Z CI b. U-Factor: Dbl,U=0.33 272.00 ft2 12.Cooling systems • ` N Btu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit O 43.9 SEER:16.00 c. U-Factor: N/A ft2 imos 1� SHGC: 13.Heating systems ( 1)) kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pum (A ` 46.5 HSPF:9.00 SHGC: V Area Weighted Average Overhang Depth: 4.434 ft. I Area Weighted Average SHGC: 0.190 14.Hot water systems LUQ ci 8. Floor Types (3184.4 sgff.) Insulation Area a.Natural Gas T kl ss* EW-' wCap: 1 gallons EF:0.950 a.Slab-On-Grade Edge Insulation R=0.0 1513.00 ft2 b. Conservation features m b.Floor Over Other Space R=0.0 1444.00 ft2 None c.other(see details) R= 227.40 ft2 15.Credits Pstat Total Proposed Modified Loads: 78.48 PASS Glass/Floor Area: 0.318 P Total Baseline Loads: 95.93 I hereby certify that the plans and specifications covered by Review of the plans and ;:00'111E STgT�''�,, this calculation are in compliance with the Florida Energy specifications covered by this �• O ' /%„ t.:\ Code. calculation indicates compliance ='� ,. - � i with the Florida Energy Code. :�; • : 4�',,,�,, O PREPARED BY: Before construction is completed a ` „ v DATE: OCT.24,2019 this building will be inspected for : t y Michael S. O'Donoughue compliance with Section 553.908 :to cN. , • I herebycertifythat this building, as designed, is in compliance Florida Statutes. • *t 9 P '1� 4 with the Florida Energy Code. '`'•..COD lit---/ OWNER/AGENT: IV: BUILDING OFFICIAL: DATE: /AL/ 2 0_1_-_______c DATE: /_- 7" - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with 8402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 10/24/2019 9:49 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Newman Residence Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2957 Lot# Owner Name: Fox Signature Homes Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 377 7th St. Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: Revised windows CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 2957 35744.9 SPACES Number Name Area Volume Kitchen Occupants Bedrooms !Mil ID Finished Cooled Heated 1 1st Floor 1513 15528.9 Yes 4 0 1 Yes Yes Yes 2 2nd Floor 1444 20216 No 0 3 1 Yes Yes Yes FLOORS V # Floor Type Space - Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 241 ft 0 1513 ft2 ---- 0.5 0 0.5 2 Raised Floor 1st Floor ---- ---- 227.4 ft2 0 0 0 1 3 Floor Over Other Space 2nd Floor ---- ---- 1444 ft2 0 0.3 0 0.7 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1946 ft2 436 ft2 Medium N 0.85 No 0.9 No 21 26.6 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1740 ft2 N N 10/24/2019 9:49 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Blown 1444 ft2 0.11 Wood 2 Under Attic(Unvented) 1st Floor 0 Blown 296 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below Y k-�rnt --- To --- _.YYaU-Type----------- Space R-Value------_Et--_In ------Ft_ tn--.___--Area-_ R-Value -Fraction_-Absor.- Grade%- 1 S Exterior Frame-Wood 1st Floor 19 14 0 11.8 0 165.2 ft2 0 0.23 0.6 0 2 S Exterior Frame-Wood 1st Floor 19 14 0 9 0 126.0 ft2 0 0.23 0.6 0 3 E Exterior Frame-Wood 1st Floor 19 14 0 11.8 0 165.2 ft2 0 0.23 0.6 0 4 E Exterior Frame-Wood 1st Floor 19 14 0 9 0 126.0 ft2 0 0.23 0.6 0 5 N Exterior Frame-Wood 1st Floor 19 14 0 9 0 126.0 ft2 0 0.23 0.6 0 6 E Exterior Frame-Wood 1st Floor 19 11.5 0 11.8 0 135.7 ft2 0 0.23 0.6 0 7 S Exterior Frame-Wood 1st Floor 19 18 0 11.8 0 212.4 ft2 0 0.23 0.6 0 8 W Exterior Frame-Wood 1st Floor 19 16 0 11.8 0 188.8 ft2 0 0.23 0.6 0 9 W Exterior Frame-Wood 1st Floor 19 15.3 0 11.8 0 180.5 ft2 0 0.23 0.6 0 10 W Exterior Frame-Wood 1st Floor 19 13.2 0 11.8 0 155.8 ft2 0 0.23 0.6 0 11 E Exterior Frame-Wood 1st Floor 19 11.7 0 11.8 0 138.1 ft2 0 0.23 0.6 0 12 W Exterior Frame-Wood 1st Floor 19 20.2 0 11.8 0 238.4 ft2 0 0.23 0.6 0 13 N Exterior Frame-Wood 1st Floor 19 21 0 11.8 0 247.8 ft2 0 0.23 0.6 0 14 E Exterior Frame-Wood 1st Floor 19 20 0 11.8 0 236.0 ft2 0 0.23 0.6 0 15 S Exterior Frame-Wood 1st Floor 19 2.3 0 11.8 0 27.1 ft2 0 0.23 0.6 0 16 N Exterior Frame-Wood 1st Floor 19 4.7 0 10 0 47.0 ft2 0 0.23 0.6 0 17 N Exterior Frame-Wood 1st Floor 19 9.3 0 10 0 93.0 ft2 0 0.23 0.6 0 18 E Exterior Frame-Wood 1st Floor 19 6.5 0 10 0 65.0 ft2 0 0.23 0.6 0 19 E Exterior Frame-Wood 1st Floor 19 18.2 0 9.1 0 165.6 ft2 0 0.23 0.6 0 20 S Exterior Frame-Wood 1st Floor 19 18 0 9.1 0 163.8 ft2 0 0.23 0.6 0 21 E Exterior Frame-Wood 1st Floor 19 12.5 0 9.1 0 113.8 ft2 0 0.23 0.6 0 22 W Exterior Frame-Wood 1st Floor 19 12.3 0 9.1 0 111.9 ft2 0 0.23 0.6 0 23 S Exterior Frame-Wood 1st Floor 19 1 0 9.1 0 9.1 ft2 0 0.23 0.6 0 24 W Exterior Frame-Wood 1st Floor 19 4.5 0 9.1 0 41.0 ft2 0 0.23 0.6 0 25 W Exterior Frame-Wood 1st Floor 19 5.7 0 9.1 0 51.9 ft2 0 0.23 0.6 0 26 N Exterior Frame-Wood 1st Floor 19 1 0 9.1 0 9.1 ft2 0 0.23 0.6 0 27 W Exterior Frame-Wood 1st Floor 19 4.5 0 9.1 0 41.0 ft2 0 0.23 0.6 0 28 W Exterior Frame-Wood 1st Floor 19 11.8 0 9.1 0 107.4 ft2 0 0.23 0.6 0 29 S Exterior Frame-Wood 1st Floor 19 1 0 9.1 0 9.1 ft2 0 0.23 0.6 0 30 W Exterior Frame-Wood 1st Floor 19 7.7 0 9.1 0 70.1 ft2 0 0.23 0.6 0 31 N Exterior Frame-Wood 1st Floor 19 1 0 9.1 0 9.1 ft2 0 0.23 0.6 0 32 N Exterior Frame-Wood 1st Floor 19 9.3 0 9.1 0 84.6 ft2 0 0.23 0.6 0 33 W Exterior Frame-Wood 1st Floor 19 18.2 0 9.1 0 165.6 ft2 0 0.23 0.6 0 34 N Exterior Frame-Wood 1st Floor 19 9 0 9.1 0 81.9 ft2 0 0.23 0.6 0 35 E Exterior Frame-Wood 1st Floor 19 2 0 9.1 0 18.2 ft2 0 0.23 0.6 0 36 N Exterior Frame-Wood 1st Floor 19 14 0 9.1 0 127.4 ft2 0 0.23 0.6 0 37 E Exterior Frame-Wood 1st Floor 19 18 0 9.1 0 163.8 ft2 0 0.23 0.6 0 38 S Exterior Frame-Wood 1st Floor 19 14 0 9.1 0 127.4 ft2 0 0.23 0.6 0 10/24/2019 9:49 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DOORS V # Ornt Door Type Space Storms U-ValueFt Width In FtWidthArea 1 S Insulated 1st Floor None .6 6 8 48 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. V/ Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.29 0.19 N 32.0 ft2 19.5 ft 0 i 2 ft 0 in None None 2 S 1 Vinyl Low-E Double Yes 0.29 0.19 N 6.0 ft2 19.5 ft 0 i 0.5 ft 0 in None None 3 S 1 Vinyl Low-E Double Yes 0.29 0.19 N 9.0 ft2 19.5 ft 0 i 0.5 ft 0 in None None 4 S 2 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 1.1 ft 0 in None None 5 S 2 Vinyl Low-E Double Yes 0.29 0.19 N 24.0 ft2 0.2 ft 0 in 1.1 ft 0 in None None 6 E 4 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 5 ft 0 in None None 7 N 5 Vinyl Low-E Double Yes 0.29 0.19 N 18.0 ft2 0.2 ft 0 in 1.1 ft 0 in None None 8 W 8 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 13 ft 0 in None None 9 S 7 Vinyl Low-E Double Yes 0.33 0.19 N 96.0 ft2 7 ft 0 in 2 ft 0 in None None 10 W 9 Vinyl Low-E Double Yes 0.29 0.19 N 20.0 ft2 1 ft 0 in 3 ft 0 in None None 11 W 10 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 1 ft 0 in 3 ft 0 in None None 12 E 11 Vinyl Low-E Double Yes 0.33 0.19 N 80.0 ft2 13 ft 0 in 2 ft 0 in None None 13 W 12 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 13 ft 0 in None None 14 N 13 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 17 ft 0 in None None 15 E 14 Vinyl Low-E Double Yes 0.33 0.19 N 96.0 ft2 9 ft 0 in 2 ft 0 in None None 16 E 18 Vinyl Low-E Double Yes 0.29 0.19 N 20.8 ft2 5 ft 0 in 2 ft 0 in None None 17 E 19 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 0.2 ft 0 in 1.3 ft 0 in None None 18 S 20 Vinyl Low-E Double Yes 0.29 0.19 N 54.0 ft2 0.2 ft 0 in 6 ft 0 in None None 19 W 22 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 1.3 ft 0 in None None _ 20 W 25 Vinyl Low-E Double Yes 0.29 0.19 N 12.0 ft2 0.2 ft 0 in 3 ft 0 in None None 21 W 28 Vinyl Low-E Double Yes 0.29 0.19 N 12.5 ft2 0.2 ft 0 in 1.3 ft 0 in None None 22 W 28 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 3.5 ft 0 in None None 23 W 30 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 3.5 ft 0 in None None 24 N 32 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 7 ft 0 in None None 25 W 33 Vinyl Low-E Double Yes 0.29 0.19 N 18.0 ft2 0.2 ft 0 in 1.3 ft 0 in None None 26 N 34 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 7 ft 0 in None None 27 N 36 Vinyl Low-E Double Yes 0.29 0.19 N 30.0 ft2 0.2 ft 0 in 2 ft 0 in None None 28 E 37 Vinyl Low-E Double Yes 0.29 0.19 N 36.0 ft2 5 ft 0 in 1.2 ft 0 in None None 29 E 37 Vinyl Low-E Double Yes 0.29 0.19 N 48.0 ft2 5 ft 0 in 1.2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000538 4170.2 228.94 430.56 .3148 7 10/24/2019 9:49 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM V # System Type Subtype Efficiency aP tY C ac Block Ducts 1 Electric Heat Pump/ None HSPF:9 46.5 kBtulhr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:16 43.94 kBtulhr 1318 cfm 0.765 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.95 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- ----Return---- Air CFM 25 CFM25 HVAC# Handler# Location R-Value Area Location Area Leakage Type TOT OUT ON RLF Heat Cool 1 Attic 6 591.4 ft Attic 147.85 Default Leakage Attic (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan [[ Feb f Mar ([ A r [ Ma [X]Jun fX Jul X[ ]]Au X[ ]J Se Oct Nov Dec HeatinX)Jan l�Feb f X�Mar t ' Apr [ May [ ]Jun [ Jul t )Augt J Sep Oct X Nov X Dec VentingJan [ Feb [X Mar X Apr [ May [ ]Jun [ Jul (( 11 Aug [ J1 Sep X Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 20 0 0 0 1 -Electric Heat Pump % 1 -Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Defauf(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/24/2019 9:49 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*=82 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 3 13. Cooling system: Capacity 43.9 a) Split system SEER 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 2957 d) Room unit/PTAC EER e)Other 16.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.302 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.190 14. Heating system: Capacity 46.5 c)Area 7c. 939.3 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 9.00 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 0.0 15. Water heating system c)Concrete, raised (R-value) 9c. a) Electric resistance EF b)Gas fired, natural gas EF 0.95 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame (Insulation R-value) 1061. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 377 7th St. City/FL Zip: Atlantic Beach, FL 32233 10/24/2019 9:51:09 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 2017- AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Newman Residence Builder Name: Street: 377 7th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Fox Signature Homes Jurisdiction: Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation, maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind oioing and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/24/2019 9:52 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 . . . A f,liTin--.1-c-of.,,,mo ;o. aI'1; ,:i.1:-.4S4,:i ,:-:iff. - 1. .., ',., ,:A7:4,-,,:y.irvicy! , .71 i 1;:.-, ',- 1L.. 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"'.4',,,,‘ritofil a n:tl:aiSt :7/ •. • i I .• •,... f;,: ,' .,,ril bk3,714',:k':I.,.1'.'IS;;"••1!,131Sc,7 SVI7k.ff N3 ; •;'".• '. ni:I.,'Jfi,".„,! fk...--..„.•f, - - .--....-- • --...,.........--.._...._...........1 . . . . ,4:.iltur,..Ici Lii :.a.14.;.k.4-4.:24.Q.....zna.L.',1.-..IL•a..i. .i.:2 '....1tvii.,................____ '' _.., .; .i•-7.1 : .2 k .2'1C.',?'",:r1Q f,...-,-..,i,;'..e...r:r.•:'. ;- ••• .1 lk...11;.,etisf:rio,ic -,.:,•-• o.-...:11 :lor.130t=flt.0. 1 ••••-) ,,••• ; r:.•oriv-,',.,: !!..iv Olt„..1 i: . ,'i,7'?,',T,4.):1 ,;olf.,..:,r<,- ,: : q}r....,.,....tkfr..:',.t. :,ti..30,1: iv:3 1 .4.1;...i tl!CV.AO; . i .-- • . , FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Newman Suite Builder Name: Street: 377 7th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Fox Signature Homes Jurisdiction: Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2198.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=19.0 2060.70 ft2 b. Frame-Wood,Adjacent R=19.0 137.75 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 2 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (841.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 841.00 ft2 6. Conditioned floor area above grade(ft2) 1130 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(216.0 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 226 a. U-Factor: Dbl,U=0.29 160.76 ft2 SHGC: SHGC=0.19 b. U-Factor: Dbl,U=0.33 55.20 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.19 a.Central Unit 17.2 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 17.6 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 2.088 ft. Area Weighted Average SHGC: 0.190 14.Hot water systems 8. Floor Types (1201.0 sqft.) Insulation Area a. Natural Gas Tankless Cap:1 gallons EF:0.950 a.Floor over Garage R=19.0 418.00 ft2 b. Conservation features b.Slab-On-Grade Edge Insulation R=0.0 372.00 ft2 None c.other(see details) R= 411.00 ft2 15.Credits Pstat Glass/Floor Area: 0.191 Total Proposed Modified Loads: 34.42 PASS Total Baseline Loads: 46.81 I hereby certify that the plans and specifications covered by Review of the plans and •.,.•D�THE ST ? - �o>•• this calculation are in compliance with the Florida Energy specifications covered by this v 1,:a a Co • Code. calculation indicates compliance , y 1',. with the Florida Energy Code. w''" ''::.-...,,,',,,,--0, .'•i O PREPAR Dgy Before construction is completed �-• DATE: CT.24, 019 on hue this building will be inspected for i a Michael S. O D oug compliance with Section 553.908 ° I herebycertifythat this building, as designed, is in compliance Florida Statutes. ' ♦ ° 9 p ••.'t' .,.... v� e with the Florida Energy Code. •••on WE •''�• OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 10/24/2019 10:27 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Newman Suite Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1130 Lot# Owner Name: Fox Signature Homes Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 377 7th St. Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: Revised windows CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 1130 10556 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 372 2976 Yes 2 1 1 Yes Yes Yes 2 2nd Floor 758 7580 No 0 1 1 Yes Yes Yes FLOORS ✓ # Floor Type Space Perimeter Perimeter R-Value Area Joist R Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 89 ft 0 372 ft2 ---- 0.2 0 0.8 2 Raised Floor 2nd Floor ---- ---- 51 ft2 0 0 0 1 3 Floor over Garage 2nd Floor ---- _--- 418 fte 19 0 0 1 4 Floor Over Other Space 2nd Floor ---- __-- 360 ft2 0 0 0 1 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 941 ft2 210 ft2 Medium N 0.85 No 0.9 No 21 26.6 V ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full cathedral ceilin Unvented 0 841 ft2 N N 10/24/2019 10:27 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING #t Ceiling Type _ Space_ R-Value _ _Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Blown 841 112 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below __ __Omt-__ To Wall Type - SPS__-A-Value-- Ft In FL_in Area --R-Value-Fraction Absor. Grade% 1 W Exterior Frame-Wood 1st Floor 19 9.3 0 9.5 0 88.3 112 0 0.23 0.8 0 2 W Exterior Frame-Wood 1st Floor 19 12.3 0 9.5 0 116.8 ft2 0 0.23 0.8 0 3 N Exterior Frame-Wood 1st Floor 19 12 0 9.5 0 114.0 ft2 0 0.23 0.8 0 4 E Exterior Frame-Wood 1st Floor 19 12.3 0 9.5 0 116.8 ft2 0 0.23 0.8 0 5 W Exterior Frame-Wood 1st Floor 19 9.3 0 9.5 0 88.3 ft2 0 0.23 0.8 0 6 N Exterior Frame-Wood 1st Floor 19 1 0 9.5 0 9.5 ft2 0 0.23 0.8 0 7 W Exterior Frame-Wood 1st Floor 19 7 0 9.5 0 66.5 ft2 0 0.23 0.8 0 8 N Exterior Frame-Wood 1st Floor 19 2.3 0 9.5 0 21.9 ft2 0 0.23 0.8 0 9 S Garage Frame-Wood 1st Floor 19 5.3 0 9.5 0 50.4 ft2 0 0.23 0.8 0 10 E Exterior Frame-Wood 1st Floor 19 7.5 0 18.6 0 139.5 ft2 0 0.23 0.8 0 11 S Exterior Frame-Wood 1st Floor 19 1 0 18.6 0 18.6 ft2 0 0.23 0.8 0 12 S Garage Frame-Wood 1st Floor 19 9.2 0 9.5 0 87.4 ft2 0 0.23 0.8 0 13 N Exterior Frame-Wood 1st Floor 19 2.5 0 9.1 0 22.8 ft2 0 0.23 0.8 0 14 W Exterior Frame-Wood 1st Floor 19 7.5 0 9.1 0 68.3 ft2 0 0.23 0.8 0 15 N Exterior Frame-Wood 1st Floor 19 12 0 9.1 0 109.2 ft2 0 0.23 0.8 0 16 E Exterior Frame-Wood 1st Floor 19 11.3 0 9.1 0 102.8 ft2 0 0.23 0.8 0 17 W Exterior Frame-Wood 1st Floor 19 23.2 0 9.1 0 211.1 ft2 0 0.23 0.8 0 18 E Exterior Frame-Wood 1st Floor 19 4.5 0 9.1 0 41.0 ft2 0 0.23 0.8 0 19 N Exterior Frame-Wood 1st Floor 19 1 0 9.1 0 9.1 ft2 0 0.23 0.8 0 20 E Exterior Frame-Wood 1st Floor 19 7.8 0 9.1 0 71.0 112 0 0.23 0.8 0 21 E Exterior Frame-Wood 1st Floor 19 10.7 0 9.1 0 97.4 ft2 0 0.23 0.8 0 22 E Exterior Frame-Wood 1st Floor 19 11.2 0 9.1 0 101.9 ft2 0 0.23 0.8 0 23 S Exterior Frame-Wood 1st Floor 19 14.2 0 9.1 0 129.2 ft2 0 0.23 0.8 0 24 W Exterior Frame-Wood 1st Floor 19 3.5 0 9.1 0 31.9 ft2 0 0.23 0.8 0 25 S Exterior Frame-Wood 1st Floor 19 6.3 0 9.1 0 57.3 ft2 0 0.23 0.8 0 26 W Exterior Frame-Wood 1st Floor 19 12.2 0 9.1 0 111.0 112 0 0.23 0.8 0 27 W Exterior Frame-Wood 1st Floor 19 6.8 0 9.1 0 61.9 ft2 0 0.23 0.8 0 28 N Exterior Frame-Wood 1st Floor 19 6 0 9.1 0 54.6 ft2 0 0.23 0.8 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 2 Vinyl Low-E Double Yes 0.33 0.19 N 55.2 ft2 2 ft 0 in 1.2 ft 0 in None None 2 W 7 Vinyl Low-E Double Yes 0.29 0.19 N 21.8 ft2 10 ft 0 in 3.2 ft 0 in None None 3 E 10 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 112 0.2 ft 0 in 1 ft 0 in None None 4 E 16 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 ft2 0.2 ft 0 in 2 ft 0 in None None 5 N 15 Vinyl Low-E Double Yes 0.29 0.19 N 34.0 ft2 3 ft 0 in 1 ft 0 in None None 6 S 23 Vinyl Low-E Double Yes 0.29 0.19 N 30.0 ft2 0.2 ft 0 in 6 ft 0 in None None 7 S 25 Vinyl Low-E Double Yes 0.29 0.19 N 15.0 112 0.2 ft 0 in 1 ft 0 in None None 10/24/2019 10:27 AM EnergyGaugei USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 8 W 26 Vinyl Low-E Double Yes 0.29 0.19 N 30.0 ft2 0.2 ft 0 in 7 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 483 82 483 112 74 ft 12 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000415 1231.5 67.61 127.15 .2195 7 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 17.6 kBtu/hr 1 sys#1 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:16 17.2 kBtu/hr 516 cfm 0.765 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.95 1 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM ✓ FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS ---Supply--- ----Return--- Air CFM 25 CFM25 HVAC# Handler# Location R-Value Area Location Area Leakage Type TOT OUT QN RLF Heat Cool 1 Attic 6 226 ft2 Attic 56.5 ftz Default Leakage Attic (Default) (Default) 1 1 10/24/2019 10:27 AM EnergyGauge®O USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r [ ]Ma Xj Jun X Jul X Au [X]Se Oct Nov Dec HeatinIX Jan X]Feb X Mar t Apr [ ]May ]Jun l Jul t Aug [ ]SeOct X Nov lX Dec Venting [ Jan ]Feb X Mar X'Apr [ ]May )Jun [ Jul ( Aug [ ]SepX Oct X Nov [ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 20 0 0 0 1 -Electric Heat Pump % 1-Central Unit MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 tt2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft' 0 ft 0.3 2nd Floor 10/24/2019 10:27 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =74 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location &insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 2 13.Cooling system: Capacity 17.2 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 1130 d) Room unit/PTAC EER e)Other 16.0 7. Windows,type and area a) U-factor:(weighted average) 7a. 0.300 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.190 14. Heating system: Capacity 17.6 c)Area 7c. 216.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 8.50 9. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. varies 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 0.95 10. Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10B1. 19.0 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed ode compliant features. Builder Signature: Date: I 17.1 2U�� Address of New Home: 377 7th St. City/FL Zip: Atlantic Beach, FL 32233 10/24/2019 10:28:03 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 2017- AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Newman Suite Builder Name: Street: 377 7th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Fox Signature Homes Jurisdiction: Design Location: FL,Jacksonville v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation,insulation a Class f vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/24/2019 10:28 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 6 !=1,'Ic.T1.7,• t I,i S0 ti"1^irCa-1' ;(}y 1" -lu,7frli t1C,I{ ',,JC.' i`>£1•iI1A R.RIA14,4I'14tA"itOS . • i.ir- .i S1.1 '`Ml.- iff Q a11CA k2!` a-..i ;i: - 1y .'r , i _' 1 al Y2t'. )47:11:414;1f-- .fA-t : 4 V. .e. + i` ti3T ; s t :,��in � rt .'S•..: --•,; i. II r�S �•._:. �1 !),`st i•Et '.D11-3}-i:sPi PIA 1(..ayif..•- t `,r,g b;w,il i.}-:'ir ,y?. :;.r { • ' ,•.. t. c... • , 3 E. .. "`9 if i,4i; i '.....\.:.11.,,•,.y.,t•1. ...3 'j~; if . • ii,.: ' - ,i ,i(' ' `f!' ! ? iF ;14.k.- ••...v:-. .,dr -iii ..'if „,a> • 1 c; I . '•f,..•...•Ili> . cl'z , t ..1 f. _.. ,o,,,,,,. A.': ! i , j !• .) f is Ir ..n.,^ri%t ` S ,. - , ,, ry 1 # , 4 t. • t ,J •! . .. _ _tii _ , .i ,I.)"i i .,'+ ,yet,:rr .i '1},f f ". ‘....i;'....'.M C.LIL.X1..c flats { .- ... ..._ __ ' ,,,•if 1t 1 _ r.+ca r f rq,ti :i; lit. .1 •,,,,,.+Bi9 f. : :dt,1 it . M=r- ❑, 1, , 11 /..t,... n, _t. 1'tlji-,A.....f_'f I . .. a,,,IS f. .,.,.. r .. ;S^'f..f....1'Kiel ai. .,!-M f ,!:(,),^t' 1,!.•,n,-1 ;X 'o . ,4 rT 1K 1,.q, 6. 1 I. i - ;rill 1 :.1:N 99 1sitt ,. V:,L d :? 7 .iE t'1 .,,iu i., -t .A . 231i ':Q. f4.-. f , 1 V ii-,.',/ '_,t r.:.:• 1C . !N{, 341. ..3 J 1it`, 1j;'. n i, 14 [ x...3574 .>�'�1'c 1 :.. +rh ._, .. 3'�1:._. 5,::),,�Q:'1._, 0 Q:.': ..l. '.!f1.'G_ ,r'1 •:JR1 ,O... 7U!'...•,...,,,,,i,‘!-,• ,..1.... . •".0---J...:),"....., Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 377 7th St. Permit Number: Atlantic Beach, FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory).The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law (Section 553.9085,Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. E] R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections 8402.4.1 through 8402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal enveldlbie building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. El R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. fl R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Lis/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 10/24/2019 9:51 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psi(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturer's air handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material.Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/24/2019 9:51 AM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. El R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including:Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces,attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any • In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 10/24/2019 9:51 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. abe sized within 4 kW of the design requirements calculated according to the procedureElectric selected resistance in Sectionfurnaces R403sh.7.111. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy,such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/24/2019 9:51 AM EnergyGaugeO USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 0 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ri R403.11 Portable spas(MandatorThe energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 1-1 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 10/24/2019 9:51 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 Newman Residence HVAC Load Calculations for Fox Signature Homes JACKSONVIL I F BUILUNG SCIENCE® Prepared By: Jacksonville Building Science, LLC 450 SR13 N#106 Jacksonville, FL 32259 (904)807-3540 Thursday, October 24,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Jacksonville Building Sciencelir Newman Residence Jacksonville,FL 32259 - Page 2 Project ibleneral Project Information Project Title: Newman Residence Project Date: Thursday, October 24, 2019 Client Name: Fox Signature Homes Client Phone: (904)838-1215 Company Name: Jacksonville Building Science, LLC Company Address: 450 SR13 N#106 Company City: Jacksonville, FL 32259 Company Phone: (904)807-3540 Company E-Mail Address: mod@JaxBuildingScience.com Company Website: www.JaxBuildingScience.com gn_Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReI.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 70 n/a Summer: 94 77 47% 50% 75 48 `Check Figures Total Building Supply CFM: 1,914 CFM Per Square ft.: 0.468 Square ft. of Room Area: 4,087 Square ft. Per Ton: 940 Volume(ft3): 40,916 Total Heating Required Including Ventilation Air: 70,735 Btuh 70.735 MBH Total Sensible Gain: 44,626 Btuh 86 % Total Latent Gain: 7,559 Btuh 14 % Total Cooling Required Including Ventilation Air: 52,185 Btuh 4.35 Tons(Based On Sensible+ Latent) EMU Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Z:\2.1 Fox Signature Homes\Newman\Load Calc\Fox- Newman Residence.rh9 Thursday, October 24, 2019,9:38 AM Rhvac-Residential&Light Commercial HVAC Loads ENte Software Development,Inc. Jacksonville Building Science Newman Residence Jackson---ills FL_32259 Page 3 Total Building Summary Loads ' LOomponent Area Sen Lat Sen Total "Des crip-tion ___-- Quan -__- Loss_-- Gain Gain Gain Vinyl Low e#11: Glazing-Lowe Vinyl Window, U-value 828.1 9,112 0 13,993 13,993 0.29, SHGC 0.19 Aluminum Slider#3: Glazing-double hung Low-e Sliding 327.2 4,103 0 4,513 4,513 glass door, U-value 0.33, SHGC 0.19 11J: Door-Metal- Fiberglass Core, U-value 0.6 48 1,094 0 864 864 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 5203.1 13,445 0 7,566 7,566 cavity, no board insulation, siding finish,wood studs, U-value 0.068 12E-Osw: Part-Frame, R-19 insulation in 2 x 6 stud cavity, 137.8 281 0 187 187 no board insulation, siding finish, wood studs, U- value 0.068 18A1-210-ad: Roof/Ceiling-Roof Joists Between Roof 3878.3 6,924 0 5,466 5,466 Deck and Ceiling or Foam Encapsulated Roof Joists, R-21 open cell 1/2 lb. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist, dark asphalt, U-value 0.047 22A-ph-c: Floor-Slab on grade, No edge insulation, no 241 12,437 0 0 0 insulation below floor, carpet covering, passive, heavy moist soil, U-value 1.358 Raised Floor-c: Floor-Over open crawl space or garage, 278.2 541 0 198 198 Custom, Floor over porch, carpet covering, U-value 0.051 22A-ph-t: Floor-Slab on grade, No edge insulation, no 89 4,592 0 0 0 insulation below floor, tile covering, passive, heavy moist soil, U-value 1.358 20P-19-c: Floor-Over open crawl space or garage, 418 794 0 293 293 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 Subtotals for structure: 53,323 0 33,080 33,080 People: 6 1,200 1,380 2,580 Equipment: 0 3,950 3,950 Lighting: 0 0 0 Ductwork: 7,871 2,487 3,082 5,569 Infiltration:Winter CFM: 168, Summer CFM: 59 7,035 1,912 1,223 3,135 Ventilation: Winter CFM: 60, Summer CFM: 60 2,506 1,959 1,253 3,212 AED Excursion: 0 0 658 658 Total Building Load Totals: 70,735 7,559 44,626 52,185 Lheck Figures Total Building Supply CFM: 1,914 CFM Per Square ft.: 0.468 Square ft. of Room Area: 4,087 Square ft. Per Ton: 940 Volume(ft3): 40,916 Building Loads Total Heating Required Including Ventilation Air: 70,735 Btuh 70.735 MBH Total Sensible Gain: 44,626 Btuh 86 3/0 Total Latent Gain: 7,559 Btuh 14 % Total Cooling Required Including Ventilation Air: 52,185 Btuh 4.35 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Z:\2.1 Fox Signature Homes\Newman\Load Calc\Fox- Newman Residence.rh9 Thursday,October 24,2019,9:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Jacksonville Building ScienceIlk Newman Residence _Jaclksonville�FL 3259 Page 4 Building Pie Chart Ventilation 4% Infiltration 10% Floor 26% Ductwork 11% Door 2% Roof 10% Glass 19% Wall 19% Floor 1% AED Excursion 1% Roof 10% Ventilation 60/0 Infiltration 6% Wall 15% Ductwork 11% Equipment 8% People 5% Door 2% Glass 35% Z:\2.1 Fox Signature Homes\Newman\Load Calc\Fox-Newman Residence.rh9 Thursday, October 24, 2019, 9:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Jacksonville Building Science • Newman Residence Jag_ksonville FL 32259---_-_-- _-_ --_ Page 5 ------------------ --------- System 1 Room Load Summary Htg Min Run Run Clg Cig Min Room Area Sens Htg Duct Duct Sens Lot Clg No Name SF Btuh CFM Size Vel Btuh Btuh CFMAll ---Zone 1--- 1 Foyer/Stairs 205 9,990 130 1-0 0 4,715 312 215 215 2 Living 288 6,185 80 1-0 0 3,624 236 165 165 3 Kitchen 269 1,778 23 1-0 0 2,517 279 115 115 4 Dining 243 3,818 50 1-0 0 3,047 129 139 139 5 Family 417 8,409 109 1-0 0 5,473 730 249 249 6 Bath Hall 31 567 7 1-0 0 152 21 7 7 7 Pool Bath 60 1,926 25 1-0 0 725 70 33 33 Zone 1 subtotal 1,513 32,672 425 20,254 1,777 922 922 ---Zone 2--- 8 Hall 148 1,452 19 1-0 0 1,152 73 52 52 9 Bedroom 1 225 2,918 38 1-0 0 2,723 171 124 124 10 Bed 1 WIC 45 131 2 1-0 0 98 0 4 4 11 Bed 1 Lay 29 308 4 1-0 0 158 22 7 7 12 Bath 1 Tub 36 450 6 1-0 0 608 23 28 28 13 Bath 1 WC 23 66 1 1-0 0 50 0 2 2 14 Bed 2 Lay 29 308 4 1-0 0 158 22 7 7 15 Bed 2 WIC 45 131 2 1-0 0 98 0 4 4 16 Bedroom 2 177 1,270 17 1-0 0 1,841 51 84 84 17 Laundry 95 760 10 1-0 0 889 35 40 40 Zone 2 subtotal 852 7,792 101 7,777 397 354 354 ---Zone 3--- 18 Master Bath 169 1,837 24 1-0 0 1,103 110 50 50 19 Master WC 24 69 1 1-0 0 53 0 2 2 20 Master WIC 77 780 10 1-0 0 479 44 22 22 21 Master Bedroom 321 4,142 54 1-0 0 4,675 384 213 213 Zone 3 subtotal 591 6,828 89 6,310 538 287 287 Ventilation 1,253 626 980 Duct Latent 230 Return Duct 1,883 942 1,509 System 1 total 2,957 50,427 615 31,621 5,431 1,367 1,367 Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure +Excursion"method. �+hm. . 1110111i1 il . Cooling Sensible/Latent Sensible Latent _- __ - Tons _ _ Split Btuh Btuh 1111 Net Required: 3.09 85%/15% 31,621 5,431 37,052 Actual: 3.66 82%/18% 35,824 8,113 43,937 quipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HCB648A*031* 25HCB648A*031* Indoor Model: FV4CN(B,F)005L Brand: PERFORMANCE 16 HP 2-STAGE PERFORMANCE 16 HP 2-STAGE Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 9 HSPF 16 SEER Sound: 0 0 Capacity: 46,500 Btuh 43,936 Btuh Sensible Capacity: n/a 35,824 Btuh Latent Capacity: n/a 8,113 Btuh AHRI Reference No.: n/a 9156554 Z:,2.1 Fox Signature Homes\Newman\Load Calc\Fox- Newman Residence.rh9 Thursday,October 24,2019, 9:38 AM Rhvac-Residential 8 Ught Commercial HVAC Loads Enke Software Development,Inc. Jacksonville Building Science Newman Residence Jacksonville FL32259 — Page 6 System-1 Room Load Summary-jcont' Equipment Data This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 94F, SOWB: 77F, WODB: 32F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 31,621 Btuh, Lat. gain: 5,431 Btuh, Sen. loss: 50,427 Btuh, Entering clg. coil DB: 76.1F, Entering clg. coil WB: 63.1F, Entering htg. coil DB: 65.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1367 CFM, Req. htg. airflow: 615 CFM Z:\2.1 Fox Signature Homes\Newman\Load Calc\Fox- Newman Residence.rh9 Thursday,October 24, 2019,9:38 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Jacksonville Building ScienceIlk Newman Residence Jacksonville,FL 32259_____ -- ----- --- Page 7 System 2 Room Load Summary I^ Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 23 Guest Hall 56 825 11 1-0 0 142 0 6 11 24 Guest Suite 148 3,945 51 1-0 0 3,220 200 147 147 25 Guest Bath 64 916 12 1-0 0 158 0 7 12 Zone 1 subtotal 268 5,687 74 3,520 200 160 160 ---Zone 2--- 22 Suite Entry 33 1,554 20 1-0 0 1,069 0 49 49 26 Suite Stairs 71 2,192 28 1-0 0 786 0 36 36 27 Landing 40 449 6 1-0 0 240 0 11 11 28 In-Law Suite 183 2,546 33 1-0 0 2,002 0 91 91 29 In-Law WIC 35 251 3 1-0 0 150 0 7 7 30 In-Law Bath 68 489 6 1-0 0 290 0 13 13 31 Kitchenette 154 1,124 15 1-0 0 1,185 0 54 54 32 In-Law Living 159 2,020 26 1-0 0 2,153 200 98 98 33 Nook 77 1,403 18 1-0 0 1,864 0 85 85 34 In-Law Laundry 43 628 8 1-0 0 320 0 15 15 Zone 2 subtotal 862 12,655 165 10,058 200 458 458 Ventilation 1,253 626 980 Duct Latent 160 Return Duct 712 368 588 System 2 total 1,130 20,307 238 13,005 2,128 546 546 Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion" method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total -- - Tons Split Btuh BtuhBtuh Net Required: 1.26 86%/14% 13,005 2,128 15,133 Actual: 1.43 83%/ 17% 14,254 2,943 17,197 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: CH16NA018****A CH16NA018****A Indoor Model: FV4CNF002L Brand: 16 SEER HP 16 SEER HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 16 SEER Sound: 0 0 Capacity: 17,600 Btuh 17,197 Btuh Sensible Capacity: n/a 14,254 Btuh Latent Capacity: n/a 2,943 Btuh AHRI Reference No.: n/a 10483677 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 94F, SOWB: 77F,WODB: 32F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 13,005 Btuh, Lat.gain: 2,128 Btuh, Sen. loss: 20,307 Btuh, Entering clg. coil DB: 76.7F, Entering clg. coil WB: 63.6F, Entering htg. coil DB: 62.8F, Clg.coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 546 CFM, Req. htg. airflow:238 CFM Z:\2.1 Fox Signature Homes\Newman\Load Calc\Fox- Newman Residence.rh9 Thursday, October 24,2019, 9:38 AM 25HCB6 Performance" 16 2—Stage Heat Pump with Puron® Refrigerant Carrie- 2 t0 5 Tons turn to the experts Product Data INDUSTRY LEADING -v.4)4 FEATURES/BENEFITS Energy Efficiency • 13.7-17.2 SEER/11.2-13.5 EER/8.0-9.5 HSPF • Microtube Technology refrigeration system „ ' Il • Indoor air quality accessories available �� .�1��}}j}:�Currler�l1lllll1lllllllllll�i!!1)111111 Sound � l�ilt�tliltl �����)������� j • Sound level as low as 70 dBA t l 111111111111111111 Comfort l)1111,111111)1111111))))1 y supports Thermidistat”" or standard 2-stage thermostat i, System lll, �;� 111111 controls Reliability • Puron®refrigerant-environmentally sound,won't deplete the ozone layer and low lifetime service cost. • Front-seating service valves ® • 2-stage scroll compressor 7�r���y•olh Performance • Internal pressure relief valve Z �.ii - • Internal thermal overload SERIES • High pressure switch • Loss of charge switch • Filter drier Carrier Air Conditioners with Puron® refrigerant provide a collection of features unmatched by any other family of equipment. • Balanced refrigeration system for maximum reliability The 25HCB6 has been designed utilizing Carrier's Puron Durability refrigerant. The environmentally sound refrigerant allows you to WeatherArmor Ultra" protection package: make a responsible decision in the protection of the earth's ozone layer. • Solid,Durable sheet metal construction This product has been designed and manufactured to meet Energy • Steel louver coil guard Star®criteria for energy efficiency when matched with appropriate • Baked-on,complete outer coverage, powder paint coil components. Refer to the combination ratings in the Product Applications Data for system combinations that meet Energy Stare guidelines. • Long-line-up to 250 feet(76.2 m)total equivalent length,up NOTE: Ratings contained in this document are subject to to 200 feet(60.96 m)condenser above evaporator,or up to 80 ft. change at any time. Always refer to the AHRI directory (24.38 m)evaporator above condenser(See Longline Guide for (www.ahridirectory.org) for the most up-to-date ratings more information.) information. • Low ambient cooling(down to 0°F/-17.8°C)with approved low ambient accessory kits. .'Currier Case Summary Report 'Riot to the I'xu•T•,: Job: 1/14/2017 Case 1 Outdoor: 25HCB648A00310 Indoor:FV4CNFOO5L Type: Dom SplitHP,208/230,1 10 SODB(°F) SIDB(°F) SIRH SIWB(°F) WODB(°F) WIDB(°F) Elev(ft) Suction line loss(ft) AVF(cfm) 91.3 80.0 51.2 67.0 34.8 70.0 0 1.4 1400 Unit Net Cool Net Cool Net Cool Cool Net Heat Heat AVF Sensible Latent Capacity SEER kW Capacity HSPF kW (cfm) (Btuh) (Btuh) (Btuh) (Btuh) AHRI Rated: 1400 0 0 47000 16.00 3.76 46500 9.00 12.64 Adjusted: 1400 34720 13168 47888 3.61 39537 3.58 wrightsoft 2017-Feb-0213:24:55 Performance Calculator 1.0.22 Page 1 Currier '' Case Details Report s 'Euro to the h;xprrt, Job: 1/14/2017 Case 1 Equipment Cooling Data Table Outdoor:25HCB648A00310 Indoor:FV4CNFOO5L OFR 75 85 q5 105 115 125 (°F1 Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr Total Sens Pwr AVF EDB EWB (Stub) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (Btuh) (kW) (r.fm) (°Fl (°Fl 1200 80 57 42700 42700 2.91 41390 41390 3.26 39860 39860 3.66 38170 38170 4.13 36350 36350 4.69 34440 34440 5.34 CH16NA 018-060 Single-Stage Heat Pump with Puron® Refrigerant Carrie' turn to the experts Product Data INDUSTRY LEADING FEATURES/BENEFITS _`: _ . Efficiency • 14.0-16.0 SEER/11.5- 13.0 EER/8.2-9.0 HSPF 11111111 • Microtube Technology'" refrigeration system ,!1111111 • Indoor air quality accessories available , Sound 1(111111 ! IIlillIll • Sound level as low as 68 dBA • Sound level as low as 67 dBA with accessory sound blanket.Reliability IIIII fl Non-ozone depleting Puron®refrigerant limmoommlogillifr,IIIIScroll compressorg• Front seating service valves 111 • Internal pressure relief valve iIiiOO11111 illllllll • Internal thermal overload 1 ' • Filter drier illi11111111111111111111111111 Hi h ressure switch Loss of charge switch ' I •• Balanced refrigeration system for maximum reliability Y Durability Carrier's CH16NA has been designed utilizing Carrier's WeatherArmor• protection package: non-ozone depleting Puron refrigerant. • Solid,durable sheet metal construction • This product has been designed and manufactured to meet Energy Dense wire coil guard Stare criteria for energy efficiency when matched with appropriate Applications coil components. Refer to the combination ratings in the AHRI • Long-line - up to 250 feet (76.20 m) total equivalent Directory for system combinations that meet Energy Star a length, up to 200 feet (60.96 m) condenser above guidelines. evaporator, or up to 80 ft. (24.38 m) evaporator above condenser(See Longline Guide for more information.) NOTE: Ratings contained in this document are subject to • Low ambient (down to -10°F/-23°C)) with accessory change at any time. Always refer to the AHRI directory kit (www.ahridirectory.org) for the roost up-to-date ratings information. "-Currier". Case Summary Report 'Ran w the Frperts Job: 10/24/2019 Case 1 Outdoor: CH16NA01800GOA Indoor:FV4CNFOO2L AHRI Refnum: 10483677 Type: Dom SplitHP,208/230,10 Clg ODB(°F) Clg IDB(°F) Clg IWB(°F) Clg IRH (%) Htg ODB(°F) Htg IDB(°F) Air Flow(cfm) 93.5 80.0 67.0 51.2 35.9 70.0 525 Unit Net Cool Net Cool Net Cool Cool Net Heat Heat AVF Sensible Latent Capacity SEER EER kW Capacity HSPF kW (cfm) (Btuh) (Btuh) (Btuh) (Btuh) AHRI Rated: 525 0 0 17800 16.00 13.00 1.37 17600 8.50 1.30 Adjusted: 545 13123 4584 17707 1.34 14917 1.27 4 wr- htsoft 2019-Oct-2411:28.58 9 Performance Calculator 1.0.22 Page 1 rroy. r `- NO ,O 00 J 0' U A W N - O 10 00 J OS U A W N .- CD co w w co co cc y O C7 7C - o • (I, NA ' H g R,. ASN°. N5. 7. aa = o 5 0• 8- ‹ g bhAbywtJ �- 6 3 ru N ti K O ,,., r. t p ww w �G b0 7 00 » N '.r Z i" O p, _ �^ W G 2 CO H N C� < (] ^. � � n_ch ,. oo 11) rri N Iv w N N 0 0 ? 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X t- v e• •O0 7D ,O U :, U 00 •O V. :— IJ O IJ in LI U ,O .. -- C <a A a DD 00 Oo w "�� .orA v H 00 Cs �O o n N CJ V) fD O �p u A w b W 00 A A N A 00 t',.. a v A ppAta La�� yy.. '0' N O 4. < T r coAO U ._. t . aa (p b N U A A N L44'..— W N U U 00 W U �P O O N a Oe W n O ..R V I O M lill A., O I I i ■ V 01 A N N N .- N N 1 U r 0 -.Z 72 $ Mm W . N N N CD II k N X C N D m J A W O1 Vt J W W W A W W 00 O, A W J O\ 00 O1 JLoa A O Z N N N N X O� N " ` = X TI D m ,.. m L..) owiW n � �) C7 00 00 "' o0 0o ao 00 00 00 "' oo ao v? 7 _. "< A A A ? A A A A A A 'ego ?. W oc 8 . O . -h n Ca CD 52 -1J JACKSONVILLE Manual D ENERGYSTAR BUILDINGra AWARD 2017 SCIENCE® Duct Design PARTNER OF THE YEAR Sustained Excellence Fox Signature Homes - Newman Residence Return Network Trunks Lot Design Cal Size(ID) Element Specific CFM 1. Fitt Fitt H. TITVelVcl Duct Vel Wxl I Plenum 1486 1486 6 35 15 56 56 19.2 21.3 1321 22x22x36 Drops Element Lot Design L Fitt Fitt EL TEL Cal Vel Grill Vel QTY Size Specific CFM Duct Duct Size Owners 287 287 2 60 55 117 117 10.4 9.4 366 1 12 18x12 Bed 1 163 163 2 60 55 117 117 8.4 7.1 369 I 9 10x10 Bed 2 123 123 2 60 55 117 117 7.6 6.1 353 1 8 10x10 Hall 873 873 2 60 55 117 117 15.7 16.3 626 1 16 30x18 Bypass 272 272 Bypass 10.1 9.1 346 1 12 Fresh Air 40 40 Fresh air 4.9 3.5 459 1 4 6x6 10/24/2019 all calculations and designs in accordance with ACCA Manual D 2009-2014 Rev pg 2 of 3 F oooo .� oo O� I] a) C7 [ oo N _ O O oo O N N c V Vi O O C sr) Ll , C = U n sc ,./D ..-.. VO X O (� _ M M M Q _ M U X N • en en r- 00 C OW O • - K NOXaNON ,o ,D ) ,o t�Z O N k k i! y NX _ W Q _ N N N _ N _ OWZ•Cc" _ ce 11 11.VJ O 7 CY +"' .WE. o ' an K ry (V v N n R h N Zr' b h 0 f1/1N n N N N N --• N N n v .i,a > h v T N b ;II' N oV R ^ V drN OO CU Cin A N C.) O II a , 0 Co....1 II ry rv _ v 00 r 0, ON en eel - h - -en 0ol ogr ? u "i a N oo 00 r CU E a a4 T., _ o0 oC . x > so - n in r - ri . h on ri U r > Q v ,o vi ao v en co V CI 0 c.i. > > C y l0 �/ m en n n m '� U2 O - O n r O n O O h a h O iy 3 _ '� j V - n oo N a ` W .. C a 0% oc o� U ❑ oo .•i vi a en 'C en en v; .d .d n U K U •o 0o r a .o v Q C 0 CK E - - - 0 Ehvv0 01 r vi v•-• - N N � rom00NmN01 04 0O 0o ib ib 0O CO 1 N N N N NN N N N N N Nar - r r r r r L ^ tt 1m.1 �SI~I zie, }i• s. r r N Q n n r n r r r r n r N n N N N N N N N N N N N N N .]; ,p CA C, r r n n = `_ h V r rit = A y rv n ~ H " E � Y r i A ' OVr NwvC. a r v v tt V OCA m a IA. CO W C CnC A :- 2222222222222 h 0) "Ir tDS M M - w O .. O ,0 -7 O N N N N N N N N N N N N N N ,p J N N N N10 C~ 6.1 03 CA ye N o .5 a a rn oo co N N • 7 � N a o M y oo v �n •%7 a` .5) — CA en 0 c Q "ClCC y V �D N N �- N N C V • ^ M a n .-. WI a o0 C V N C V r (0 WO G F ,O N 0 0 _a u Up Q 4' a a a 00 00 N N •O C` cc, p ... a 4" r N U -+ & \0 N N -. N N ...1 '�• �- M -- a ^ h a oho .-1 Y� -3 c5j N I� V UJII f0 J ® Cr, ill 4 0 0 v x v' r� w cg 3 3 3 am c c 0 a,z _. ... um Nay <Q nd d u d = 2o �7J � v J op C N= v J � h NaU O H N M G� a T, FFFF G O 77 ,O . EO V70 , v� � � � 4z5 U aU ce 7 � C7 ° 4 W o 4.: a) N 7 0o a O - n m U "Cl N N N N N N N N M n n Q�� a, 'l II w w I. v) w U H 'co Q F HVAC Notes 1,0 Design Criteria Ver 6 Florida Building Code Ver 6 Florida Mechanical Code Ver 6 Florida Energy Conservation Code ACCA Manual J 8th edition ACCA ManualS ACCA Manual D 2009 -2014 Rev. ACCA Manual T 2.0 Installation Notes 2.1 Equipment connection shall be verified with manufacturer specifications. 2.2 If any equipment is to be located in the attic then FECC - Ver 6 R403.3.6 requires: 2.2.1 The service panel must be located within 6 feet of the attic access 2.2.2 A device installed to alert homeowner or shutdown the unit when the condensate drain is malfunctioning. 2.2.3 The attic access opening is large enough to replace the unit. 2.2.4 A notice is posted on the electrical service panel indicating to the home owner that the air handler is located in the attic. 2.3 If any equipment is to be located in the attic then FRC -Ver 6 M1305.1.3 requires: 2.3.1 An unobstructed passageway large enough to allow removal of the largest object - the passageway shall be level with continuous flooring and be at least 24" wide and not more than 72 " long. Also a work space in front of the appliance shall be at least 30" wide and 30" long. A light fixture with receptacle outlet controlled by a switch at the passage entrance is also required. 3.0 Air' Distribution System 3.1 All duct system construction and sealing to adhere to the sealing and mechanical attachment requirements specified in the SMACNA standards. No mastic may be used on the exterior surfare of the duct connection. 3.2 All duct sizes lists are clear Inside dimensions. 3.3 All flexible duct runs are to be cut to length with a maximum of 5% greater than the span length is permitted. 3.4 All duct connections to be sealed with UL181 approved mastic on the inner liner. Tape is not permitted as the primary seal. The outer liner is to snugged to the mating surface and secured with adhesive and tape. No panduit strap or mastic is permitted to be used on the outer liner. 3.5 No crimping or crushing is permitted at any point. 3.6 The mixing box entrance connection is to be made at the end of the box. All secondary ducts will be connected on the sides, top or bottom of the box, No secondary ducts may be connected to th; ends of the mixing box. 3.7 All rigid trunks are to be fabricated from 1.5 inch fiberglass duct board unless otherwise specified. 3.8 All flexible ducts are to be fabricated from flex ducts with R6 insulation. 3.9 The air handler supply plenum connection requires a 2" x}" strip of foam tape to be uses as a gasket between the air handler and the supply plenum. The I "x3" angle is to be fastened on top rf the gasket. No mastic is permitted to be used on the outside surface of the connection. Only tape and adhesive cane used. A 12 inch wide strip of Reflectix brand R-6 Bubble Duct insulation (or equivalent) on the exterior of the joint. Use spray adhesive to affix the insulation. 4.0 Supply Grills 4.1 All supply grills are to be louvered style. Stamped grills are not permitted 4.2 All single throw supply grills are to be H&C A611 or Air Guide CB -1. Substitutio',must be approved in advance. 4.3 All double throw supply grills are to be H&C A612 or Air Guide CB -2. Substimtirms must be approved in advance. 4.4 The grill sizes listed in the Manual D or in the drawing may not be changed without prior approval. 4.5 Grill locations may be altered to accommodate nearby trusses. 5.0 Exhaust and Ventilation 5.1 Run time ventilation is provided for each system. A four inch flexible duct will connect to a non-metallic grill at the eave. The other end of the duct will connect directly to the return plenum. There will be a Manual Balancing damper and a Normally Closed Power Open damper installed it1 the duct at the air handler. This "NCPO" damper will be wired directly to the condenser contacts. This will permit outside air to enter only when the condenser is running. There will also be labeled "Ventilation Off" shut toff switch located at the air handler to permit manual override. 5.2 The FMC - Ver.6 - 505.2 requires that " Exhaust Hood systems capable of exhausting in excess of 400 cfm shall be provided with make up air at a rate approximately equal to the exhaust air rate." Therefore, if the kitchen exhaust exceeds 400 cfm provisions for make up air are required. Exception: more than 400 cfm but no more than 800 cubic feet per minute if there are no gravity vent appliances within the conditioned living space of the structure. If make up air is required, see section 12.1. 5.3 ASHRAE 62.2-2010 will be accomplished by using a continuous duty rated bath exhaust fan. This exhaust fan will feature a manual shut off switch. The switch will be labelled "Venrilation Off". HVAC Notes 5.5 The FRC - Ver. 6 M1507.4 requires that all bath exhaust fans have a minimum airflow of 50 cfm. The specified bath exhaust fans are listed in the table below. BATH EXHAUST FANS ASHRAE 62.2 Exhaust Airflow Listed on the T&B Specification Sheet ASHRAE 62.2 Exhaust Fan Broan ZB 110 or equivalent Secondary Exhaust Fans Broan AE80B or equivalent 6.0 Return Grills 6.1 All return grills are to be Aluminum louvered style. Stamped grills are not permitted. 6.2 All return grills are to be H&C RCB Grilles or Air Guide RA -CB. Substitutions must be approved in advance. 7.0 HVAC Specifications 7.1 All rooms with an 8x4 grill will require an OBD grill similar to H&C A611 OBD or Ar Guide CB -OB -1. Substitutions must be approved in advance. 7.2 All duct board dimensions are internal dimensions. Use 1.5 inch duct board unless specified otherwise. 7.3 FRC Ver. 6 - MI 305.1.1 - must provide a 3" minimum clear space around all air handlers. 8.0 HVAC Zoning 8.1 All supply zoning dampers shall be Honeywell ARD**TZ style or equivalent. 8.2 All zoning system will have a bypass duct and damper with the duct size shown on the drawing. 8.3 The bypass damper will be a Honeywell TrueZONE Bypass - CPRD or equivalent. 9.0 HVAC Filters 9.1 All air Handlers will be equipped with a low static filter assembly. One inch pleated filters are NOT permitted. 10.0 HVAC Legend HVAC Notes U#9e S19 -c.416-7 DATE_/2/ 12o2eo 11.0 Thermostats SIGNED 11.1 Honeywell T6 programmable thermostats or equivalent 12.0 Building Specifications 12.1 Kitchen exhaust make up air will be provided as required, via. a 10 inch make up air duct that penetrates the roof terminating in a J vent. The duct will have a Normally Closed Power Open damper that will receive it's signal from a pressure switch in the kitchen exhaust duct or by a relay connected to the kitchen exhaust controls. This same signal will be used to activate the hvac zone in which the kitchen is located. 12.2 Gas Dryer makeup air FRC Ver.6 G2439.5 requires an opening of not less than 100 sq. inches. This shall be provided via 12" jumper style duct connected to two 14"x8" fixed louvered grills. 13.0 Manual S JACKSONVILI E BUILDING SCIENCES Flex Duct with R-6 insulation Manual J Loads Rigid Duct - Fiber Board - all dims are ID OrZ �C 11..11�..ii H&C A611 Single Throw Supply Grill or Equivalent U Q/�.A H&C A612 Double Throw Supply Grill or Equivalent 1 2 H&C RH45 or RCB Return Grill or Equivalent Total AHU Supply Heat Loss AHU Return Honeywell TrueZONE Bypass Damper or equivalent 810 Duct Size Symbol - 8" 31,621 13,005 Supply Flex Duct Floor Penetration 0 Return Flex Duct Floor Penetration f Manual Balancing Damper T Thermostat • Supply Zone Damper NOPC 37,053 15,133 Two way grill ® Wall grill T Secondary Bath Fan > 50 cfm ASHRAE 62.2 Ventilation Bath Fan Round Galvanized steel duct, R-6 Ins., all dims ID I Rect Galvanized steel duct, R-6 Ins., all dims ID 411W, Fresh Air NCPO & Manual Dampers HVAC Notes U#9e S19 -c.416-7 DATE_/2/ 12o2eo 11.0 Thermostats SIGNED 11.1 Honeywell T6 programmable thermostats or equivalent 12.0 Building Specifications 12.1 Kitchen exhaust make up air will be provided as required, via. a 10 inch make up air duct that penetrates the roof terminating in a J vent. The duct will have a Normally Closed Power Open damper that will receive it's signal from a pressure switch in the kitchen exhaust duct or by a relay connected to the kitchen exhaust controls. This same signal will be used to activate the hvac zone in which the kitchen is located. 12.2 Gas Dryer makeup air FRC Ver.6 G2439.5 requires an opening of not less than 100 sq. inches. This shall be provided via 12" jumper style duct connected to two 14"x8" fixed louvered grills. 13.0 Manual S JACKSONVILI E BUILDING SCIENCES , Manual S System Selection PARTNER OF THE YEAR Sustained Excellence Fox Signature Homes - Newman Residence Manual J Loads OrZ �C 11..11�..ii W W U Q/�.A System Number 1 2 Total Q In F - 0Z Heat Loss 45,019 20,307 65,326 Sensible Gain 31,621 13,005 44,626 Latent Gain 5,432 2,128 7,560 Total Gain 37,053 15,133 52,186 Load in Tons 3.09 1.26 435 Section serving Main House Suites':.' Section Area 2,957 1,130 4,087 VolumeMENEM= -`ws� 30,360 ASHRAE 62,2.2010 Required ventilation Minimum 57 Maximum 74 Nominal 6p HVAC Equipment Specifications System Number 1 2 Total condenser 2SHCB64BA00310 CH16NA018""A , Air handler AHRI Number FV4CNB005L FV4CNF002L 9156554 10463677 t SEER 16 16 16,0 Detailed Cooling capcity 43,936 17,197 61,133 Detailed Sensible capacity 33,142 13,439 46,581 Detailed Latent capacity 10,794 3,758 14,552 Adjusted Sensible capacity 35,823 14,254 50,077 Adjusted Latent capacity 8,113 2,943 11,056 Airflow 1,367 546 1,913 KW 8 5 Zones 3 2 5 10/242019 all calculations conducted in accordance with ACCA Manual S OFFILl - A` "%I%/ J® >�u Z fj '' Z OrZ �C 11..11�..ii W W U Q/�.A = F- W alW�v, M0U Q In F - 0Z O 0 QL C) U W _U LL- LL - C) Z Z W LU r W a Q) 0 Z 0 0'. ntmm�i Mux s wt rxe. ace tmnunca swtvD aeyumaD next Wic I� MASTER BATH s � , —!1 o =4i h � ' o b _ s MA i we rs I aart1D 11111 is israaDP xro +n.ia6wetnDiniwn� r U1— axursree - .mss rtmDccn ao[m 'HALL BEDROOM - vawnunoNDDcrtuswantwnvat, DAMPf4a at•vcvo Dwrtfea wvDA -- r .te�R2+.'nutroxa'f•an+i otv -}' _t T10' S8' IG` :, PmHLDCanD nT'rireaw xM'DI.eR - - y 6 LAV-? " _ i i �I{' L �I 7 r 1 iJ1 _— -I BATH = OPLN TO- jl, _is BELOW7 77 I �' 3 1 - LAI 1 311 WIC -1 BATH -- I 1fT�r: STAIR BEDROOM t LAVDNG T39 � rd o I , I LAI�b j J KTTCHEVETrE i _— T3 -�IOOK, T4 I ILAqNG VEKfMT[nN — s.� �w..=A ue_mvenniwcw D.v� memnrzxo ovaaamam t ~��_' I Pow _____________________J --------- - e�z. n%futn—isrox SSwD� a���D Prue FJtv[C annumms Ev' ll¢ m=wipx rn xFt �s,oPEW.ctttwaDE6wLgrm SECOND FLOOR MECHANICAL PLAN SCALE 1/411=11 NEWnSize AN SYSTEM I runk Sizes Trunk 16" Trunk 15" x 13" Trunk 12�* Trunk 12" NEWMAN PLAN SYSTEM 2 Supply TrunkSizes Trunk T1 Size 10" Trunk T2 Size 10" x 8" Trunk T3 Size r 'hunk T4 Size 101, ON ICE COPY Al B REVIS Dm— by. Da ingND. M2 N Z Z Q tr w rn LU F- r w U t - O Z 0 0 �' ( __._..,-_ - -_i --•: WALK � I LJ FRONT PORCH AH GUESTS I✓ UJ ''. ___ _ 2 (-AR GARAGE GRASS! _B4v4.L@ -_ LANDSGPE � I ,' LANDSCAPE �_` FIRST FLOOR MECHANICAL PLAN SCALE 1/411=11 [::�NEWMAN PLAN SYSTEM 1 upply Trunk Sizes Trunk Tl Size 16" Trunk T2 Size 15" x 13" Trunk T3 Size 12" Trunk T4 Size lr NEWMAN PLAN SYSTEM 2 ct Supply Trunk Sizes "-•4 Trunk Tl Size 10" a Trunk T2 Size 10" x 8" Trunk T3 Size- 91, P—I �..} Trunk T4 Size 10" V .Py OFFICE COPY B REVISER -��-� U tU N N ti tC3 03 z 0 V) Y U f D.— by: D.—g No. M1 i10 i > J Cash Register Receipt Receipt Number ' r City of Atlantic Beach R11575 �4.0.21y,../ DESCRIPTION I ACCOUNT QTY I PAID PermitTRAK $55.00 RES19-0107 Address: 377 7TH ST APN: 169944 0000 $55.00 BUILDING FRAMING FINAL 01/27/2020 RBE $55.00 BUILDING FRAMING FINAL 01/27/2020 RBE 1 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11575 $55.00 Date Paid: Tuesday, January 28, 2020 Paid By: Fox Signature Homes Cashier: CT Pay Method: CREDIT CARD 10 Printed:Tuesday,January 28, 2020 3:49 PM 1 of 1